CN201011126Y - Building support - Google Patents
Building support Download PDFInfo
- Publication number
- CN201011126Y CN201011126Y CNU2007200629305U CN200720062930U CN201011126Y CN 201011126 Y CN201011126 Y CN 201011126Y CN U2007200629305 U CNU2007200629305 U CN U2007200629305U CN 200720062930 U CN200720062930 U CN 200720062930U CN 201011126 Y CN201011126 Y CN 201011126Y
- Authority
- CN
- China
- Prior art keywords
- assembly
- pin
- hole
- following
- adjustment hole
- 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
- 230000000694 effects Effects 0.000 claims description 20
- 239000002131 composite material Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 4
- 235000017491 Bambusa tulda Nutrition 0.000 description 4
- 241001330002 Bambuseae Species 0.000 description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 4
- 239000011425 bamboo Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Images
Landscapes
- Floor Finish (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of the building, specifically relate to a building support for pouring reinforced concrete supporting template is used, it is that top subassembly an, go up subassembly b, lower subassembly c constitute. The utility model has the advantages that: compared with the prior art, the building support is safe to use, adjustable in height, convenient to detach, small in loss and capable of being used repeatedly.
Description
Technical field
The utility model belongs to technical field of buildings, specifically relates to a kind of building support that the casting reinforced concrete support shuttering is used that is used for.
Background technology
At present, in the building construction process, need build the building support that some are used for the casting reinforced concrete support shuttering at the construction field (site), be to continue to use the support that traditional bamboo wood is built temporarily, the support that this bamboo wood is built exists following: labour intensity is big when building with removal bracket always, and the loss of bamboo wood is big, poor safety performance, height can not be adjusted, and after the concrete setting, the bamboo timbering that dismounting comes reuses the low deficiency of utilization rate.
Summary of the invention
Technical problem to be solved in the utility model is, overcomes deficiency of the prior art, provide a kind of safe in utilization, highly can adjustment, convenient disassembly, loss be little, the building support that can use repeatedly.
The utility model is achieved by the following technical programs, a kind of building support, form by two top assembly a, last assembly b, following assembly c, its characteristics are: the both sides on the top of assembly b in two top assembly a embedding, the upward height adjustment hole of last assembly b feet is linked together by the following height adjustment hole of movable pin hold-down screw with following assembly c support bar.
Top assembly a is made up of deck-siding adjustment screw, Liang Lan, joist frame, top keeper, and its characteristics are: the installed inside of top assembly a the width adjusting screw, and the outside is installed with the joist frame, and Liang Lan is arranged at top, and the top keeper is in the bottom of top assembly a.
Last assembly b by feet, go up the height adjustment hole, connect pin-and-hole, activity united piece d forms, its characteristics are: the bottom of going up assembly b feet has the height of going up adjustment hole middle part that the connection pin-and-hole is arranged, and the mortise pin on the activity united piece d embeds the connection pin-and-hole.
Following assembly c is made up of support bar, following height adjustment hole, adjusting nut, screw rod pin, connection pin-and-hole, mortise pin, activity united piece d, its characteristics are: the top of following assembly c support bar is useful on regulates the following height adjustment hole of going up assembly b height, there are four connection pin-and-holes that are used for the mortise pin on the installation activity united piece d at the middle part, wherein: four movable composite member mortise pins are arranged on the activity united piece d; The screw rod pin is the bottom that is installed in support bar by adjusting nut.
Carry out according to following steps when building the building rack construction:
1, will play the screw rod pin of assembly c, be installed in the bottom of support bar, and be erected in ground by adjusting nut.
2, with four on the activity united piece d movable composite member mortise pins, embed in the connection pin-and-hole of support bar, form assembly c down.
3, will go up the following height adjustment hole screw attachment that goes up height that goes up height adjustment hole and following assembly c support bar top of assembly b feet, height more than 10 centimeters is regulated with mobile adjustment hole seat, and the height below 10 centimeters is regulated the screw rod pin with adjusting nut.
4,, and, regulate deck-siding adjustment screw, pillar keeper according to the needs of beam, post again with the right and left on the top of assembly b in two top assembly a embedding.
A kind of building support of the utility model owing to adopted technique scheme, compared with prior art provide a kind of safe in utilization, highly can adjustment, convenient disassembly, loss be little, the building support that can use repeatedly.
Description of drawings
Fig. 1, the utility model building support master look schematic diagram.
Schematic diagram is looked on Fig. 2, a building support left side.
Fig. 3, top assembly a master look schematic diagram.
Schematic diagram is looked on Fig. 4, a top assembly a left side.
Fig. 5, last assembly b master look schematic diagram.
Fig. 6, activity united piece d schematic diagram.
Fig. 7, following assembly c master look schematic diagram.
Reference numeral:
Top assembly a, go up assembly b, down assembly c, activity united piece d, feet 1, deck-siding adjustment screw 2, beam hurdle 3, joist frame 4, go up height adjustment hole 5, down height adjustment hole 6, movable pin hold-down screw 7, support bar 8, adjusting nut 9, screw rod pin 10, connect pin-and-hole 11, movable composite member mortise pin 12, top keeper 13.
Below in conjunction with accompanying drawing and specific embodiment the utility model is described in further detail.
Embodiment one
As shown in Figure 1, a kind of building support, form by two top assembly a, last assembly b, following assembly c, its characteristics are: the both sides on the top of assembly b in two top assembly a embedding, the upward height adjustment hole 5 of last assembly b feet 1 is linked together by the following height adjustment hole 6 of movable pin hold-down screw 7 with following assembly c support bar 8.
Top assembly a is made up of deck-siding adjustment screw 2, beam hurdle 3, joist frame 4, top keeper 13, its characteristics are: the installed inside of top assembly a width adjusting screw 2, the outside is installed with joist frame 4, and beam hurdle 3 is arranged at top, and top keeper 13 is in the bottom of top assembly a.
Last assembly b is made up of feet 1, last height adjustment hole 5, connection pin-and-hole 11, activity united piece d, its characteristics are: the bottom of going up assembly b feet 1 has the height of going up adjustment hole 5 middle parts that the pin-and-hole 11 of connection is arranged, and the mortise pin 12 on the activity united piece d embeds and connects pin-and-hole 11.
Following assembly c is made up of support bar 8, following height adjustment hole 6, adjusting nut 9, screw rod pin 10, connection pin-and-hole 11, mortise pin 12, activity united piece d, its characteristics are: the top of following assembly c support bar 8 is useful on regulates the following height adjustment hole 6 of going up assembly b height, there are four connection pin-and-holes 11 that are used for the mortise pin 12 on the installation activity united piece d at the middle part, wherein: four movable composite member mortise pins 12 are arranged on the activity united piece d; Screw rod pin 10 is the bottoms that are installed in support bar 8 by adjusting nut 9.
Carry out according to following steps when building the building rack construction:
At first will play the screw rod pin of assembly c, be installed in the bottom of support bar, and be erected in ground by adjusting nut.
Secondly with four on the activity united piece d movable composite member mortise pins, embed in the connection pin-and-hole of support bar, form assembly c down.
To go up the following height adjustment hole screw attachment that goes up height that goes up height adjustment hole and following assembly c support bar top of assembly b feet again, height more than 10 centimeters is regulated with mobile adjustment hole seat, and the height below 10 centimeters is regulated the screw rod pin with adjusting nut.
Last again with the right and left on the top of assembly b in two top assembly a embeddings, and according to the needs of beam, post, adjusting deck-siding adjustment screw, pillar keeper.
Carry out according to following steps when building the building rack construction:
To go up the following height adjustment hole screw attachment that goes up height that goes up height adjustment hole and following assembly c support bar top of assembly b feet again, the height more than 10 centimeters is regulated with mobile adjustment hole seat, is used for satisfying the requirement of construction.
Embodiment two
As shown in Figure 1, a kind of building support only needs to play the movable pin of assembly c to change the style of removable sleeve into, and all the other each toponyms, principle, effect, structure are identical with embodiment one with mounting method.
Claims (4)
1. building support, form by two top assembly a, last assembly b, following assembly c, it is characterized in that: the both sides on the top of assembly b in two top assembly a embedding, the upward height adjustment hole (5) of last assembly b feet (1) is linked together by the following height adjustment hole (6) of movable pin hold-down screw (7) with following assembly c support bar (8).
2. building support according to claim 1, described top assembly a is made up of deck-siding adjustment screw (2), Liang Lan (3), joist frame (4), top keeper (13), it is characterized in that: the installed inside of top assembly a width adjusting screw (2), the outside is installed with joist frame (4), Liang Lan (3) is arranged at top, and top keeper (13) is in the bottom of top assembly a.
3. building support according to claim 1, described last assembly b is made up of feet (1), last height adjustment hole (5), connection pin-and-hole (11), activity united piece d, it is characterized in that: the bottom of going up assembly b feet (1) has the height of going up adjustment hole (5) middle part that connection pin-and-hole (11) is arranged, and the mortise pin (12) on the activity united piece d embeds and connects pin-and-hole (11).
4. building support according to claim 1, described assembly c down is made up of support bar (8), following height adjustment hole (6), adjusting nut (9), screw rod pin (10), connection pin-and-hole (11), mortise pin (12), activity united piece d, it is characterized in that: the top of following assembly c support bar (8) is useful on regulates the following height adjustment hole (6) of going up assembly b height, there are four connection pin-and-holes (11) that are used for the mortise pin (12) on the installation activity united piece d at the middle part, wherein: four movable composite member mortise pins (12) are arranged on the activity united piece d; Screw rod pin (10) is the bottom that is installed in support bar (8) by adjusting nut (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200629305U CN201011126Y (en) | 2007-04-09 | 2007-04-09 | Building support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200629305U CN201011126Y (en) | 2007-04-09 | 2007-04-09 | Building support |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201011126Y true CN201011126Y (en) | 2008-01-23 |
Family
ID=39046070
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007200629305U Expired - Fee Related CN201011126Y (en) | 2007-04-09 | 2007-04-09 | Building support |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201011126Y (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101839021A (en) * | 2010-05-19 | 2010-09-22 | 江苏科技大学 | Displacement-controlled graded load-resisting structural system |
CN103912140A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Support for building |
CN103912138A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Adjustable support for building |
CN103912139A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Support for building |
-
2007
- 2007-04-09 CN CNU2007200629305U patent/CN201011126Y/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101839021A (en) * | 2010-05-19 | 2010-09-22 | 江苏科技大学 | Displacement-controlled graded load-resisting structural system |
CN103912140A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Support for building |
CN103912138A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Adjustable support for building |
CN103912139A (en) * | 2014-04-14 | 2014-07-09 | 浙江升浙建设集团有限公司 | Support for building |
CN103912140B (en) * | 2014-04-14 | 2015-12-23 | 浙江升浙建设集团有限公司 | A kind of support frame for building |
CN103912139B (en) * | 2014-04-14 | 2015-12-30 | 浙江升浙建设集团有限公司 | A kind of building support |
CN103912138B (en) * | 2014-04-14 | 2015-12-30 | 浙江升浙建设集团有限公司 | A kind of adjustable support for building |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201649633U (en) | Steel formwork for forming building stair treads | |
CN201011126Y (en) | Building support | |
KR101348380B1 (en) | A molding assembly for a precast concrete stairs structure | |
CN112681724B (en) | High and large space section steel-concrete structure roof construction formwork system and method | |
CN102828614B (en) | Building template system capable of being quickly detached and installed and installation method thereof | |
CN212865603U (en) | Bridge beam slab centre form fixed support device | |
CN209718101U (en) | A kind of stairway die | |
CN210947477U (en) | High strength guardrail modelled after an antique | |
CN203878751U (en) | Column structure of timber structure building | |
CN103628692A (en) | Floor beam mounting bracket and use and construction method thereof | |
CN208718356U (en) | A kind of curved surface phenolic aldehyde template | |
CN204645608U (en) | Weather-proof PVC composite plastic template normalization support system | |
CN212866998U (en) | Adjustable installation supporting system for prefabricating bay window | |
CN203640313U (en) | Floor beam installing support | |
CN201933779U (en) | Springing formwork system for assembled framed girder | |
CN207392715U (en) | A kind of overhanging inclined support structure | |
CN205976022U (en) | Cast -in -place prestressing without bondn overlength superstructure combination formula strengthening band crack control structure | |
CN205591506U (en) | Scaffold | |
CN201381599Y (en) | Guardrail movable connecting piece | |
CN204825646U (en) | Cast -in -place section formwork support structure of iron road bridge panel | |
CN104652607A (en) | Upright structure of timber architecture and upright structure and foundation connecting method | |
CN202831410U (en) | Steel bar-supported stirrup | |
CN205063023U (en) | A light steel frame and peripheral watch box system for integrated house of passive form | |
CN218375393U (en) | Superimposed sheet installation check structure of taking one's place | |
CN217028063U (en) | Device for supporting truss plate in steel structure |
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: 20080123 Termination date: 20100409 |