CN2825835Y - Construction concrete structure mould support - Google Patents
Construction concrete structure mould support Download PDFInfo
- Publication number
- CN2825835Y CN2825835Y CN 200520127719 CN200520127719U CN2825835Y CN 2825835 Y CN2825835 Y CN 2825835Y CN 200520127719 CN200520127719 CN 200520127719 CN 200520127719 U CN200520127719 U CN 200520127719U CN 2825835 Y CN2825835 Y CN 2825835Y
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- China
- Prior art keywords
- steel pipe
- mould
- concrete structure
- supports
- support
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Abstract
The utility model discloses a mould support for a construction concrete structure, which comprise a support tray and a height-adjusting steel pipe, wherein the height-adjusting steel pipe is connected with the support tray through screw threads. The height-adjusting steel pipe is connected with a mould-unloading loosening and expanding steel pipe, the mould-unloading loosening and expanding steel pipe is inserted into a main support steel pipe, and the main support steel pipe is provided with a mould-unloading loosening and expanding device. The mould-unloading loosening and expanding device comprises a pair of wedge blocks which are arranged in parallel, one end of each of the wedge blocks is provided with a protrusion, a mounting hole is arranged on the protrusion and the mounting hole is corresponding to a mounting hole arranged on a mounting base on the main support steel pipe. One end of each of the wedge blocks is provided with the protrusion and is provided with a tension spring, the tension spring is arranged between two wedge blocks and the tension spring is fixed on the mounting base on the main support steel pipe through pins. The two wedge blocks are inserted into both edges of the main support steel pipe in a transverse and parallel mode, and the wedge blocks enter the inner part of the main support steel pipe to form a support which is inserted correspondingly into the mould-unloading loosening and expanding steel pipe. The utility model can be used for any situation, the single carrying capacity achieves more than two tons, the carrying capacity of the combined operation can reach three tons and the assembly and the disassembly are convenient.
Description
[technical field]
The utility model relates to a kind of supporting tool of architectural usefulness, and specifically, the utility model relates to a kind of building concrete structure mould that can regulate height and easy installation and removal to be supported.
[background technology]
At present, supporting at the building concrete structure mould that building field uses is to set up classification scaffold and full hall scaffold behind making post, beam, template die plate, in order to support shuttering.The vertical support of concrete beam bottom template is general uses wooden support tube to support, and the support of concrete building plate bottom template, full hall scaffold set up by general use steel pipe or special-purpose scaffold supports, lay flitch and wooden form at full hall scaffold top then, thereby finish the making construction of all stage form work engineering.This construction pattern has following several weak point.
1, the concrete post is connected support with stability between the post, the bottom load-bearing support of concrete beam and the template load-bearing of concrete building plate are supported, basically all be to use the wooden a tree, used in making timber for boats plank of various models and TPR plywood to finish, the a large amount of use timber of building concrete structure is basically in this workshop section, long construction period uses artificial many.
2, steel pipe is set up the requirement that full hall scaffold can not satisfy construction fully.Because steel pipe has unsurmountable defective, it is timber fixedly.Although steel pipe can be set up the scaffold of whole building storey, often finish the timber that also is to use of production process at last and finish the work.
At the prior art above shortcomings, the utility model is proposed.
[utility model content]
The purpose of this utility model provides a kind of can in all case use and building concrete structure mould that assembly and disassembly is easy supports.
For realizing above-mentioned utility model purpose, the technical scheme that building concrete structure mould provided by the utility model supports is conceived as follows substantially: a kind of building concrete structure mould supports, comprise the support pallet, and with support pallet and regulate steel pipe by the height that is threaded, described height is regulated steel pipe and is connected with mould unloading pine Zhang Gangguan, mould unloading pine Zhang Gangguan inserts in the main supporting steel pipe, and main supporting steel pipe is provided with mould unloading pine prop.
Described main supporting steel pipe is provided with mount pad outward, and mount pad is provided with installing hole; Described mould unloading pine prop is installed on this mount pad.
Described mould unloading pine prop comprises the voussoir that pair of parallel is provided with, and voussoir one end has projection, and projection is provided with installing hole, and the installing hole on the mount pad on installing hole and the main supporting steel pipe is corresponding; The end that voussoir is provided with projection is equipped with tension spring, and this tension spring is installed between two voussoirs, is fixed on the mount pad on the main supporting steel pipe by pin; The part that the two edges of the main supporting steel pipe of the horizontal parallel insertion of this two voussoir, voussoir enter main supporting steel pipe inside forms inserting the support of mould unloading pine Zhang Gangguan.
Described mould unloading pine Zhang Gangguan is provided with position-arresting disk; The centre of the described two voussoir other ends is provided with a spanner, and an oval block is arranged on the spanner.
Described mould unloading pine Zhang Gangguan is with damping spring outward.
Described height is regulated steel pipe and is bolted on the mould unloading pine Zhang Gangguan by adjusting
Described height is regulated on the steel pipe and is set with screwed pipe, and screwed pipe is bolted to by adjusting and highly regulates on the steel pipe; Outer being screwed by screw thread of screwed pipe highly regulated pallet; Height on adjacent mould supports is regulated and is connected with the crossbeam support on the pallet.
Described crossbeam supports the angle steel that comprises a butt welding, is welded with reinforcing rib between this two angle steel.
Described main supporting steel pipe is provided with the connectivity port, and the connectivity port on adjacent mould supports links to each other by horizontal connection tube.
The lower end of described main supporting steel pipe is inserted in the pipe on the pedestal, and pipe one side is provided with opening, and the pipe bottom is provided with the adjusting pad; The bottom of pedestal is provided with anchor studs.
The beneficial effects of the utility model are: the utility model does not in use almost have loss, repeated use that can be long-term, thereby save construction cost.
The utlity model has the meticulous characteristics easy to use of making reasonable in design, the following aspects that comprises reasonable in design:
1, this support is pyramidal structure from top to bottom, has strengthened the stability and the supporting capacity that support;
2, under regular situation, after the horizontal support between the vertical support net was installed, this support had not only formed stable bearer network, fixed and support the condition created also for simultaneously the template of beam and column.Its three, this support concrete structure construction steel support member is the location and the supporting part of whole building structure construction, the weight the when levelness of the verticality of concrete structural column, concrete beam concrete plate and structure construction etc. all will be born by support.So be supported on the particular importance that just seems in the building operations.The a large amount of use timber of construction work is wherein most of just to be used in this link.
At use timber a large amount of in the existing construction technology and a large amount of artificial this fact of waste.The utility model has been created a kind of steel that can in all case use and can use separately and can be used in combination and has been supported.This steel supports single supporting capacity up to more than two tons, can reach three tons if be used in combination its supporting capacity.Because compound mode is reasonable and flexible, causes the assembling of steel support and remove all very convenient.
[description of drawings]
Fig. 1 is that the utility model mould supports the overall structure schematic diagram;
Fig. 2 is Fig. 1 STRUCTURE DECOMPOSITION figure;
Fig. 3 is the utility model mould unloading pine prop structural representation;
Fig. 4 is the left view of Fig. 3;
Fig. 5 is the right view of Fig. 3;
Fig. 6 is the STRUCTURE DECOMPOSITION figure of Fig. 3;
Fig. 7 is the utility model crossbeam braced structures schematic diagram;
Fig. 8 is the utility model practical application scheme of installation.
Among the figure: support pallet 1, highly regulate steel pipe 2, mould unloading pine Zhang Gangguan 3, main supporting steel pipe 4, mould unloading pine prop 5, mount pad 6, voussoir 7,7`, projection 8,8`, installing hole 9,9`, tension spring 10, pin 11, support portion 12,12`, spanner 13, oval block 14, damping spring 15, regulate bolt 16, highly regulate pallet 17, crossbeam supports 18, angle steel 19, reinforcing rib 20, connectivity port 21, horizontal connection tube 22, pedestal 23, pipe 24, opening 25, regulate pad 26, anchor studs 27, joist 28, crossbeam 29, position-arresting disk 30, screwed pipe 31, regulate bolt 32.
[specific embodiment]
Below in conjunction with accompanying drawing the utility model specific embodiment is described in detail:
Fig. 1 is that the utility model mould supports the overall structure schematic diagram, and Fig. 2 is Fig. 1 STRUCTURE DECOMPOSITION figure, and in conjunction with Fig. 1 and Fig. 2, the utility model mould supports and mainly comprises five parts,
One, supporting base 23, there is the long anchor studs 27 of three 15M/M the bottom of this pedestal 23, its effect is exactly to guarantee that pedestal in use can not move as horizontal direction, pipe 24 is arranged on the pedestal, in order to hold main supporting steel pipe 4, pipe 24 1 sides are provided with opening 25, and the pipe bottom is provided with regulates pad 26;
Two, the main supporting steel pipe 4 of support base can adopt φ 79 * 4 welded tubes.This is to support main bearing part;
Three, be installed in main supporting steel pipe 4 mould unloading pine prop 5 outward.In use do not have the Releasing machine structure just can't dismantle if support, be provided with mount pad 6 outside the main supporting steel pipe 4, mount pad 6 is provided with installing hole, and mould unloading pine prop 5 is installed on this mount pad 6;
Four, the mould unloading pine Zhang Gangguan 3 in the main supporting steel pipe 4 of insertion.Utilize mould unloading pine Zhang Gangguan 3 and mould unloading pine prop 5 to be used the easy installation and removal that realize whole support.The mould unloading pine Zhang Gangguan 3 outer damping springs 15 that are with;
Five, regulate steel pipe 2 by regulating bolt 16 with the height that mould unloading pine Zhang Gangguan 3 is connected and pallet 1 is supported to be threaded in the top, the present embodiment height is regulated steel pipe 2 and is implemented in mould unloading pine Zhang Gangguan 3 above-below directions apart from adjustment by regulating bolt 16.Support pallet 1 and be used to support joist 28 templates (accompanying drawing 8 illustrates), utilize screw thread rotation to realize supporting the fine setting of height up and down of pallet 1, with the level at the supporting network top that guarantees to constitute.And can fixed support the connection steelwork at network top, cover the prefabricated cement formwork concrete building plate of can constructing on steel connector upper berth; Utilize and regulate the adjusting that bolt 16 is realized overall height.
In addition, also comprise,
Highly regulate and be set with screwed pipe 31 on the steel pipe 2, screwed pipe 31 has the steel pipe of screw thread for cylindrical, and screwed pipe 31 is fixed on and highly regulates on the steel pipe 2 by regulating bolt 32, and can utilize and regulate the adjustment that moves up and down that bolt 32 is realized screwed pipes 31; Screwed pipe 31 outer being screwed by screw thread are highly regulated pallet 17, thereby realize highly regulating the fine setting that moves up and down of pallet 17 by the screw thread rotation feeding; Height on adjacent mould supports is regulated and is connected with crossbeam support 18 (accompanying drawing 8 illustrates) on the pallet 17.Crossbeam support 18 comprises the angle steel 19 of a butt welding, is welded with reinforcing rib 20 (accompanying drawing 7 illustrates) between this two angle steel.Highly regulate the member that pallet 17 is used to lay concrete beam forms brace summer, a concrete beam forms brace summer is rested two crossbeams support and just formed the concrete beam forms on this member of 18 and support (shown in Fig. 8).
Main supporting steel pipe 4 is provided with connectivity port 21, and the connectivity port 21 on adjacent mould supports is by horizontal connection tube 22 continuous (accompanying drawing 8 illustrates).
Fig. 3 is the utility model mould unloading pine prop structural representation, Fig. 4 is the left view of Fig. 3, Fig. 5 is the right view of Fig. 3, Fig. 6 is the STRUCTURE DECOMPOSITION figure of the utility model mould unloading pine prop, in conjunction with Fig. 3,4,5,6, the utility model mould unloading pine prop is installed on main supporting steel pipe 4 mount pad 6 outward, comprise the voussoir 7 that pair of parallel is provided with, 7`, voussoir 7, the end of 7` has projection 8 respectively, 8`, projection 8,8` is provided with installing hole 9,9`, installing hole 9, installing hole on the mount pad 6 on 9` and the main supporting steel pipe 4 is corresponding, only needs during installation installations sky 9,9` is relative with installing hole on the mount pad, and adopts pin or other connector to lock to get final product; An end that is provided with projection at voussoir 7,7` is equipped with tension spring 10, and this tension spring 10 is installed between two voussoirs, is fixed on the mount pad 6 on the main supporting steel pipe by pin 11, and tension spring 10 has guaranteed that voussoir 7,7` are in closure state;
The two edges of two voussoirs 7, the main supporting steel pipe 4 of the horizontal parallel insertion of 7`, the part that voussoir 7,7` enter main supporting steel pipe 4 inside forms inserting support portion 12, the 12` of mould unloading pine Zhang Gangguan 3.The centre of two voussoirs 7, the 7` other end is provided with a spanner 13, and an oval block 14 is arranged on the spanner 13.
On mould unloading pine Zhang Gangguan 3, be provided with position-arresting disk 30, to prevent that the mould unloading pine from opening pipe 3 and falling into fully in the main supporting steel pipe 4 when dismantling.
During concrete the use, only need pull spanner 13, spanner 13 drives oval block 14 and rotates, thereby the longitudinal end of oval block is with voussoir 7,7` squeezes to both sides and opens, thereby voussoir 7,7` enters the support portion 12 that is used to support mould unloading pine Zhang Gangguan 3 of main supporting steel pipe 4 inside, 12` leaves main supporting steel pipe 4 to both sides, mould unloading pine Zhang Gangguan 3 has lost support portion 12, the support of 12`, then can fall in the main supporting steel pipe 4, damping spring 15 guarantees that mould unloading pine Zhang Gangguan 3 can fall in the main supporting steel pipe 4 slowly, position-arresting disk 30 guarantees the distance of 3 decline 10-40cm of mould unloading pine Zhang Gangguan, help construction safety, reduce noise; By above-mentioned steps, can finish the dismounting of whole support, very simple and easy.
Traditional construction technology is the flooring engineering of engineering near last stage ability construction building thing bottom.Thereby the bottom of building site all compares disorderly basically.The utility model has then changed this form of construction work.After building excavations and foundations are finished, just the construct flooring engineering at basic top of requirement.Because support of the present invention need be placed on the concrete material plane of an opposed flattened.It is good that this just needs a basic supporting capacity, and levelness brace foundation relatively preferably, so, the basic top of building or claim the flooring at building ± 0.00 place in advance to finish.Create conditions for laying laying of concrete structure construction steel support.The utility model is provided with a pedestal 23 in the lower end of main supporting steel pipe 4, pedestal 23 is provided with the pipe 24 that is used to hold main supporting steel pipe 4, pipe 24 1 sides are provided with opening 25, the pipe bottom is provided with regulates pad 26, when each base level degree produces error, can increase (or minimizing) adjusting pad 26 and adjust.The bottom of pedestal 23 is provided with anchor studs 27, utilizes anchor studs that pedestal 23 is fixed on the level ground during use, to prevent to be supported on moving of horizontal direction.
Those skilled in the art can carry out other change and modification after reading the utility model patent specification, but these changes and modification are all within the claim protection domain that the utility model awaits the reply.
Claims (10)
1, a kind of building concrete structure mould supports, comprise and support pallet (1), and with support pallet (1) and regulate steel pipe (2) by the height that is threaded, it is characterized in that, described height is regulated steel pipe (2) and is connected with mould unloading pine Zhang Gangguan (3), mould unloading pine Zhang Gangguan (3) inserts in the main supporting steel pipe (4), and main supporting steel pipe (4) is provided with mould unloading pine prop (5).
2, a kind of building concrete structure mould according to claim 1 supports, and it is characterized in that, described main supporting steel pipe (4) is outer to be provided with mount pad (6), and mount pad (6) is provided with installing hole; Described mould unloading pine prop (5) is installed on this mount pad (6).
3, a kind of building concrete structure mould according to claim 2 supports, it is characterized in that, described mould unloading pine prop (5) comprises the voussoir that pair of parallel is provided with (7,7`), voussoir (7, a 7`) end has projection (8,8`), projection (8,8`) is provided with installing hole (9,9`), and the installing hole on the mount pad (6) on installing hole (9,9`) and the main supporting steel pipe (4) is corresponding; The end that voussoir (7,7`) is provided with projection is equipped with tension spring (10), and this tension spring (10) is installed between two voussoirs, is fixed on the mount pad (6) on the main supporting steel pipe by pin (11); The two edges of two voussoirs (7,7`) the main supporting steel pipe of horizontal parallel insertion (4), voussoir (7,7`) enter the inner part of main supporting steel pipe (4) and form the support portion of inserting mould unloading pine Zhang Gangguan (3) (12,12`).
4, a kind of building concrete structure mould according to claim 3 supports, and it is characterized in that, described mould unloading pine Zhang Gangguan (3) is provided with position-arresting disk (30); The centre of described two voussoirs (7, the 7`) other end is provided with a spanner (13), and an oval block (14) is arranged on the spanner (13).
5, support according to the described a kind of building concrete structure mould of any claim among the claim 1-4, it is characterized in that, the outer damping spring (15) that is with of described mould unloading pine Zhang Gangguan (3).
6, a kind of building concrete structure mould according to claim 5 supports, and it is characterized in that, described height is regulated steel pipe (2) and is fixed on the mould unloading pine Zhang Gangguan (3) by regulating bolt (16).
7, support according to the described a kind of building concrete structure mould of any claim among the claim 1-4, it is characterized in that described height is regulated and is set with screwed pipe (31) screwed pipe (31) on the steel pipe (2) and is fixed on by adjusting bolt (32) and highly regulates on the steel pipe (2); Outer being screwed by screw thread of screwed pipe (31) highly regulated pallet (17); Height on adjacent mould supports is regulated and is connected with crossbeam support (18) on the pallet (17).
8, a kind of building concrete structure mould according to claim 7 supports, and it is characterized in that, described crossbeam supports the angle steel (19) that (18) comprise a butt welding, is welded with reinforcing rib (20) between this two angle steel.
9, support according to the described a kind of building concrete structure mould of any claim among the claim 1-4, it is characterized in that, described main supporting steel pipe (4) is provided with connectivity port (21), and the connectivity port (21) on adjacent mould supports links to each other by horizontal connection tube (22).
10, a kind of building concrete structure mould according to claim 9 supports, it is characterized in that, the lower end of described main supporting steel pipe (4) is inserted in the pipe (24) on the pedestal (23), and pipe (24) one sides are provided with opening (25), and the pipe bottom is provided with regulates pad (26); The bottom of pedestal (23) is provided with anchor studs (27).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520127719 CN2825835Y (en) | 2005-10-13 | 2005-10-13 | Construction concrete structure mould support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520127719 CN2825835Y (en) | 2005-10-13 | 2005-10-13 | Construction concrete structure mould support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2825835Y true CN2825835Y (en) | 2006-10-11 |
Family
ID=37066019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520127719 Expired - Fee Related CN2825835Y (en) | 2005-10-13 | 2005-10-13 | Construction concrete structure mould support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2825835Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675144A (en) * | 2015-02-10 | 2015-06-03 | 成都绿迪科技有限公司 | Support frame of steel structure |
| CN115341754A (en) * | 2022-08-29 | 2022-11-15 | 江苏速捷模架科技有限公司 | Building screw rod support frame |
-
2005
- 2005-10-13 CN CN 200520127719 patent/CN2825835Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104675144A (en) * | 2015-02-10 | 2015-06-03 | 成都绿迪科技有限公司 | Support frame of steel structure |
| CN115341754A (en) * | 2022-08-29 | 2022-11-15 | 江苏速捷模架科技有限公司 | Building screw rod support frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20061011 Termination date: 20091113 |