CN2366484Y - Adjustable type supporting apparatus structure able to be early dismantlement - Google Patents
Adjustable type supporting apparatus structure able to be early dismantlement Download PDFInfo
- Publication number
- CN2366484Y CN2366484Y CN 98204854 CN98204854U CN2366484Y CN 2366484 Y CN2366484 Y CN 2366484Y CN 98204854 CN98204854 CN 98204854 CN 98204854 U CN98204854 U CN 98204854U CN 2366484 Y CN2366484 Y CN 2366484Y
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- China
- Prior art keywords
- supporting member
- adjustment
- seat
- adjustable
- adjusting
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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.)
- Expired - Fee Related
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Abstract
The utility model relates to an adjustable structure of an early demounted supporting head. The utility model adopts the structure that one end of a stay body of a prop stay vertically arranged on a floor is screwed with an adjusting threaded rod and a reverse locking member, wherein a baffle plate above which an adjusting bolt penetrated through a hole of a sliding chute is arranged on the appropriate part of the adjusting threaded rod, the end part of the bolt body is provided with a superface plate and an adjusting seat above which the supporting head is arranged, a positioning hole is arranged on the edge face of the supporting head, and the edge face contacts the adjusting seat; thus, the supporting head can maintain a correct angle for the arrangement of a shoulder rod. Through the rotary adjustment of the adjusting seat, the shoulder rod of the supporting head can be adjusted in slight distance on horizontal height, a plane mould can maintain excellent levelness, and the plane mould can be quickly disengaged.
Description
The utility model relates to the building implement class, tears the supporting member structure particularly a kind of adjustable morning open.
Generally during the floor mansion more than building two floor, after floor plates between its floor must the wooden template of mat be docked nail one by one and is made a flat formwork, the operation of being in the milk thereon, cave in for the floor plates of avoiding being in the milk again, between flat formwork (2a) bottom and ground (or lower floor laminate), need be supported and be withstood with most root pillars (1a), as shown in Figure 1, guarantee construction operation safety by this, yet this kind shore supports structure is when the practice of construction operation, freezing period after its grouting needs just dismountable in a fortnight flat formwork, therefore during this period, if during the shortage of the flat formwork of other floors or building site, other places, can't dismantle in advance and do the turnover support, must additionally buy more making, increase construction cost, influence economic benefit.
In addition, the level height of flat formwork (2a) is that mat is held in the adjustment screw rod (11a) that flat formwork bottom shore (1a) is located, reach the adjustment of flat formwork (2a) levelness, owing to adjust screw rod (11a) when adjusting, must earlier lockout member (12a) be unscrewed, turn is then adjusted screw rod (11a) to the location, again lockout member (12a) is screwed, just finish the level height adjustment of a pillar, flat formwork pillar (1a) use amount of cause one floor is extremely many, so heavily adjust the often time-consuming consumption of program worker with covering, very easily cause inefficiency, job scheduling is slow.
And for example the above is provided with a fixed supporting member (13a) in adjustment screw rod (11a) end, and be provided with side flange (15a) in supporting surface (14a) both sides of supporting member, can prevent to be cross-placed on shoulder bar (3a) the side direction landing on the supporting surface (14a), because the side flange (15a) of supporting member (13a) is after being adjusted screw rod (11a) turn adjustment, its orientation angle all changes, if it is excessive that turn changes, then can't maintain can be for the correct angle direction of the shoulder bar (3a) that bridges, also must cooperate rotation post (1a) body separately, just can make supporting member (13a) have correct storing angle, shoulder bar (3a) is bridged, because of this supporting member (13a) structure design not good, and even the adjustment of supporting member (3a) often is subject to rotation direction, forms the bad phenomenon that is difficult for adjustment.
The purpose of this utility model is exactly the shortcoming that exists in the above-mentioned building operations, provides and tears the supporting member structure a kind of adjustable morning open.
The technical solution of the utility model:
According to the purpose of this utility model, provide and tear the supporting member structure a kind of adjustable morning open, be used to shore the supporting member and the relevant adjustment member of the flat formwork of floor plates grouting, system comprises that one is erected in the pillar on the floor, screwed togather one in an end place of cylinder and adjusted a screw rod and a lockout member, and be provided with a baffle plate at adjustment screw rod appropriate location, above baffle plate, be connected with one and have the adjustment bolt that connects chute hole, the place has a top panel in the key end, the key place then screws togather one and adjusts seat, again in the adjustment bolt place that adjusts the seat top, then being equipped with one can be for the supporting member of the shoulder bar that bridges, has locating hole at supporting member with the edge face place that the adjustment seated connection touches, for the keeper engaging location of being located in the chute hole, make supporting member keep the correct angle of putting the shoulder bar, mat is adjusted the turn adjustment of seat again, make the shoulder bar at supporting member place do the microspur adjustment of level height, make shoulder bar top flat formwork keep splendid levelness, mat adjustment seat unscrews downwards in addition, the shoulder bar at supporting member place and the flat formwork of shoulder bar top are shirked rapidly, can make the template associated components early tear turnover open.
Accompanying drawings structure of the present utility model and embodiment:
Fig. 1 is common pillar, supporting member relevant components structural representation.
Fig. 2 is a perspective view of the present utility model.
Fig. 3 is a plane structure schematic diagram of the present utility model.
Fig. 4 is supporting member of the present utility model and the action schematic diagram of adjusting seat.
Fig. 5 is the vertical view of supporting member keeper relation of the present utility model.
Fig. 6 is the construction view of members such as supporting member of the present utility model and flat formwork, shoulder bar, an extension bar.
Fig. 7 is an embodiment schematic diagram of the present utility model.
Fig. 8 is another embodiment schematic diagram of the present utility model.
(1a) be pillar, (11a) for adjusting screw rod, (12a) be lockout member, (13a) be supporting member, (14a) be supporting surface, (15a) be side flange, (2a) be flat formwork, (3a) be the shoulder bar, (10) be floor plates, (1) is flat formwork, (11) be the floor, (12) be the shoulder bar, (13) be lock piece, (14) be between extension bar, (15) be rod, (16) be side template, (17) be holding board, (18) be breach, (2) be supporting member, (20) be trepanning, (21) be sleeve, (22) be supporting surface, (23) be the side projection, (24) be protruding helping, (25) be locating hole, (3) be pillar, (41) for adjusting screw rod, (42) be baffle plate, (43) be chute hole, (44) for adjusting bolt, (45) be top panel, (5) be lockout member, (6) for adjusting seat, (61) be handle, (7) be keeper, (71) be protruding pin.
As accompanying drawing 2 to shown in the accompanying drawing 5, structure of the present utility model is to comprise that one is erected in the pillar (3) on the floor (11), screwed togather one in an end place of cylinder and adjusted a screw rod (41) and a lockout member (5), and be provided with a baffle plate (42) at adjustment screw rod (41) appropriate location, be connected with an adjustment bolt (44) with perforation chute hole (43) in baffle plate (42) top, has a top panel (45) in key end place, key (44) is located then to screw togather one and is adjusted seat (6), locating then to be equipped with one in the adjustment bolt (44) of adjusting seat (6) top again can be for the supporting member (2) of the shoulder bar (12) that bridges, has locating hole (25) at supporting member (2) with the edge face place that adjustment seat (6) contacts, for keeper (7) the engaging location of being located in the chute hole (43), make supporting member (2) keep the correct angle of putting shoulder bar (12), mat is adjusted the turn adjustment of seat (6) again, the shoulder bar (12) that supporting member (2) is located is done the microspur adjustment of level height, make the flat formwork (1) of shoulder bar top keep splendid levelness, mat is adjusted unscrewing of seat (6) downwards in addition, the shoulder bar (12) that supporting member (2) locates and the flat formwork (1) of shoulder bar top are shirked rapidly, make the template associated components early tear turnover open; Supporting member (2) cording has the tubular sleeve (21) of trepanning (20), and be extended with tabular supporting surface (22) towards the both sides in cylindrical shell one end place, supporting surface (22) is provided with side projection (23), then projection has protruding the helping (24) of reinforcement in supporting surface (22) below, sleeve (21) is held in addition and then is and adjustment seat (6) contacted edge face again, its edge face place is provided with the locating hole (25) of plural reciprocity concave arc shape, for being positioned at keeper (7) the engaging location of adjusting bolt (44) chute hole (43), keeper (7) is to be I-shaped shank, the circular protruding pin (71) at mat shank two ends is sold mutually with the locating hole (25) of concave arc shape and is closed the location, the distribution that makes locating hole (25) have different angles; Adjust the female pedestal of seat (6) cording, being screwed together in adjustment bolt (44) locates, and be connected with a handle (61) in the pedestal appropriate location, gripping handle when work can make adjustment seat (6) give the turn displacement, then adjust the seat ora terminalis and contact keeper (7), it is divided a word with a hyphen at the end of a line along chute hole (43), be to be sticked in the locating hole (25) of supporting member (2) sleeve (21) because of keeper (7) again, supporting member (2) is divided a word with a hyphen at the end of a line, and then the be up to the standard microspur adjustment of height of the shoulder bar (12) that the supporting surface (22) that places supporting member is located, make the flat formwork (1) of shoulder bar (12) top obtain splendid levelness simultaneously.
Accompanying drawing 7 and accompanying drawing 8 explanations embodiment of the present utility model in conjunction with the accompanying drawings 6.
As shown in Figure 6, the support program system of floor plates (10) instead supports ground by pillar (3), again lockout member (5) is loosened, and turn adjustment screw rod (41) makes supporting member (2) arrive setting flat formwork (1) position rapidly, lock lockout member (5) again, on the supporting surface (22) of supporting member, set up then and laterally and vertically take on bar (12), again flat formwork (1) is layed on the shoulder bar (12), be equipped with an extension bar (14) again between each flat formwork (1), the top panel (45) that is mat adjustment bolt (44) end is supported, the microspur adjustment that seat (6) is made shoulder bar (12) level height is adjusted in last turn, and make the flat formwork (1) of shoulder bar top also do best levelness adjustment, finish supporting member (2) relevant set up adjust operation after, can go up in flat formwork (1) and implement cast coagulation slurry, treat that its solidified forming is floor plates (10), and traditional floor plates concrete curing time is wanted two weeks, and its template must omnidistancely support, and the utility model because of supporting member (2) structure upper end be provided with one can for omnidistance top panel (45) structure that supports of solidification process and between extension bar (14), therefore, concrete is when semi-cured state, flat formwork (1) can be unloaded, be located between only staying between each flat formwork between extension bar (14), hold by the top panel (45) of adjusting bolt (44) end, and flat formwork (1) demounting procedure system grips handle (61) and will adjust (6) and give downward turn displacement, then supporting member (2) promptly moves down thereupon, make the shoulder bar (12) that supporting member supporting surface (22) locates and flat formwork (1) dismounting in advance of shoulder bar top, can have enough to meet the need other building sites and use; The correlate template support section of crossbeam (13), can set up rod (15) on the supporting surface (22) by supporting member, the rod top then supplies crossbeam (13) side template (16) to set up, the top panel (45) of supporting member (2) the top holding board (17) that then stays on crossbeam (13) is located again, and all the other relevant set up adjustment, concrete placing slurry solidifies and early stripping formwork system turnover operation, and grouting forms behind the floor about three days to four days just can stripping, only stays partial points to support and gets final product.And for example shown in accompanying drawing 7 and the accompanying drawing 8, between each flat formwork (1) of using of grouting floor plates set between extension bar (14) can be saved, change in each flat formwork (1) joint, open one can ccontaining top panel (45) breach (18), make top panel (45) directly concordant, also can reach and early tear the effect that holds open with flat formwork (1).
The utility model is simple in structure, easy to operate, laborsaving saving time during construction, accelerates the turnover of flat formwork, reduces construction cost greatly.
Claims (4)
1, tear the supporting member structure a kind of adjustable morning open, it is by the pillar of erectting on the floor (11) (3), adjust screw rod (41), lockout member (5) and baffle plate (42) etc. constitute, it is characterized in that being connected with an adjustment bolt (44) with perforation chute hole (43) in baffle plate (42) top, and be provided with a top panel (45) in key end place, key (44) is located then to screw togather one and is adjusted seat (6), locating to be equipped with one in the adjustment bolt (44) of adjusting seat (6) top again can be for the supporting member (2) of the shoulder bar (12) that bridges, have locating hole (25) at supporting member (2) with the edge face place that adjustment seat (6) contacts, locate for keeper (7) engaging of being located in the chute hole (43).
2, tear the supporting member structure described a kind of adjustable morning open according to claim 1, it is characterized in that said supporting member (2) is one to have the tubular sleeve (21) of trepanning (20), and be extended with tabular supporting surface (22) towards the both sides in cylindrical shell one end place, supporting surface (22) is provided with side projection (23), then projection has protruding the helping (24) of reinforcement in supporting surface (22) below, sleeve (21) is held in addition and then is and adjustment seat (6) contacted edge face again, its edge face place is provided with the locating hole (25) of plural reciprocity concave arc shape, for being positioned at keeper (7) the engaging location of adjusting bolt (44) chute hole (43).
3, tear the supporting member structure open described a kind of adjustable morning according to claim 1, it is characterized in that said keeper (7) is to be I-shaped shank, and the circular protruding pin (71) at shank two ends is sold mutually with the locating hole of concave arc shape and closed the location.
4, tear the supporting member structure described a kind of adjustable morning open according to claim 1, it is characterized in that said extension bar (14) can save, change into each flat formwork (1) joint open one can ccontaining top panel (45) breach (18), make top panel (45) directly concordant with flat formwork (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98204854 CN2366484Y (en) | 1998-05-26 | 1998-05-26 | Adjustable type supporting apparatus structure able to be early dismantlement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98204854 CN2366484Y (en) | 1998-05-26 | 1998-05-26 | Adjustable type supporting apparatus structure able to be early dismantlement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2366484Y true CN2366484Y (en) | 2000-03-01 |
Family
ID=33961372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98204854 Expired - Fee Related CN2366484Y (en) | 1998-05-26 | 1998-05-26 | Adjustable type supporting apparatus structure able to be early dismantlement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2366484Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334587A (en) * | 2013-06-09 | 2013-10-02 | 福建省二建建设集团有限公司 | Fast assembly and disassembly structure and method of wood or bamboo horizontal template |
| CN104874971A (en) * | 2015-06-17 | 2015-09-02 | 沈阳飞机工业（集团）有限公司 | Round tube positioning mechanism and method |
| CN105239768A (en) * | 2015-09-24 | 2016-01-13 | 天津市隆宝钢管有限公司 | Mounting method and fast connection locking mechanism for vertical rods of steel pipe scaffolds |
| CN106956321A (en) * | 2017-04-18 | 2017-07-18 | 成都力鑫科技有限公司 | A kind of adjustable punch of substructure height |
| CN112166231A (en) * | 2018-02-06 | 2021-01-01 | 品牌共享服务有限责任公司 | Template system |
| CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
| CN113550573A (en) * | 2021-07-30 | 2021-10-26 | 江苏中南建筑产业集团有限责任公司 | Truss type formwork supporting system and construction method thereof |
-
1998
- 1998-05-26 CN CN 98204854 patent/CN2366484Y/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334587A (en) * | 2013-06-09 | 2013-10-02 | 福建省二建建设集团有限公司 | Fast assembly and disassembly structure and method of wood or bamboo horizontal template |
| CN103334587B (en) * | 2013-06-09 | 2015-11-18 | 福建省二建建设集团有限公司 | Wood bamboo matter horizontal shuttering Quick assembling-disassembling structure and method thereof |
| CN104874971A (en) * | 2015-06-17 | 2015-09-02 | 沈阳飞机工业（集团）有限公司 | Round tube positioning mechanism and method |
| CN105239768A (en) * | 2015-09-24 | 2016-01-13 | 天津市隆宝钢管有限公司 | Mounting method and fast connection locking mechanism for vertical rods of steel pipe scaffolds |
| CN105239768B (en) * | 2015-09-24 | 2017-04-19 | 天津市隆宝钢管有限公司 | Mounting method and fast connection locking mechanism for vertical rods of steel pipe scaffolds |
| CN106956321A (en) * | 2017-04-18 | 2017-07-18 | 成都力鑫科技有限公司 | A kind of adjustable punch of substructure height |
| CN112166231A (en) * | 2018-02-06 | 2021-01-01 | 品牌共享服务有限责任公司 | Template system |
| CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
| CN112962960B (en) * | 2021-02-09 | 2022-07-01 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
| CN113550573A (en) * | 2021-07-30 | 2021-10-26 | 江苏中南建筑产业集团有限责任公司 | Truss type formwork supporting system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |