CN205954659U - Integral mandrel combination of stylopodium cushion cap rim of a cup - Google Patents
Integral mandrel combination of stylopodium cushion cap rim of a cup Download PDFInfo
- Publication number
- CN205954659U CN205954659U CN201620513143.7U CN201620513143U CN205954659U CN 205954659 U CN205954659 U CN 205954659U CN 201620513143 U CN201620513143 U CN 201620513143U CN 205954659 U CN205954659 U CN 205954659U
- Authority
- CN
- China
- Prior art keywords
- cup
- cushion cap
- plate
- base
- roof
- 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
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model relates to the field of building -construction, specifically an integral mandrel combination of stylopodium cushion cap rim of a cup, characterized by: it includes that four blocks of curb plates, roof, a bottom plate surround the four pyramid mold sheet composition that falls who forms, is provided with a pair of lug at the top surface of roof, the arris department of curb plate, bottom plate and roof all the package have the metal to bordure, the metal is bordured and is fixed on curb plate, bottom plate or roof through screw or rivet. This device preparation and operating method are simple, demolish the built -up plate of completion because the influence that not demolishd by the manual work, and basic non -damaging, but reuse, labor consumption also are less than traditional manufacture mode greatly, great material saving and cost of labor, and built -up plate can prefabricate in advance, in the preparation when need not to wait to be under construction, the time of usable basis cubic metre of earth excavation is prefabricated in advance, great saving the engineering time, benefit, economic benefits have obtained effectual promotion between at that time.
Description
Technical field
The utility model is related to the realm of building construction, specifically a kind of integrated core die combination of base for post cushion cap rim of a cup and its
Construction method.
Background technology
Industrial premises is numerous at present, and the base form of factory building is independent rim of a cup basis under post, and this kind of basis includes basis and holds
Platform, short column and rim of a cup, all have one and above rim of a cup on the basis of each, for installing factory building columns, due to post form and
Diversified in specifications, cause the form of basic rim of a cup to be also not quite similar.The rim of a cup form of base for post is generally up big and down small, size ratio suitable for reading
Bottom size is big, to meet follow-up grouting and contact surface requirement.Because rim of a cup is located at the centre of cushion cap short column, make cushion cap short column
When, need to be placed in the range of cushion cap short column by the template of rim of a cup in advance, and traditional setting is entered by the way of field fabrication
OK.I.e. interim making rim of a cup template, after the completion for the treatment of cushion cap and short column concreting, manual demolition rim of a cup template.Due to rim of a cup
Size is less, the template of its cup core and reinforce flitch and be both needed to assemble after whole template and the cut-out of whole flitch, using completing to treat
Cup core template and flitch are removed after meeting form removal condition by concrete strength again, due to factors such as formwork edge joints in demolishing process,
The template often removed can only be with once（Template well damage in demolishing process）, that is, form cycling rate be once, and remove
Time is longer（The template at four sides in rim of a cup is removed again respectively after needing manually all to remove the reinforcing flitch in cup core template）, whole
Body economic effect is not good, and the time wastes also many.
Utility model content
The purpose of this utility model is, provide one kind can economical, quick, effectively complete base for post rim of a cup and pour operation
Form assembly and its construction method.
In order to achieve the above object, the utility model is realized in：
A kind of integrated core die combination of base for post cushion cap rim of a cup, it includes four blocks of side plates, one piece of top board, one piece of base plate surround
Inverted rectangular pyramid form assembly, the top surface of top board is provided with a pair of hanger, at the arris of side plate, base plate and top board
All it is surrounded by metal hemming edge, metal hemming edge is fixed on side plate, base plate or top board by screw or rivet.
The integrated core die combination of described base for post cushion cap rim of a cup, the inner surface of four blocks of side plates is longitudinally provided with reinforcement.
The integrated core die combination of described base for post cushion cap rim of a cup, metal hemming edge refers to the aluminum bound edge that thickness is 1 ~ 2mm.
This device makes and method of operating is simple, removes the gang form completing due to being affected by manual demolition, base
This no damages, and repeats and utilizes, and manpower consumption is also considerably less than traditional fabrication mode, larger saving material and cost of labor,
And gang form can be prefabricated in advance, making when need not be to be onstructed, the time advance that available basic earthwork excavates is prefabricated, larger
Saved the engineering time, its Saving in time costs, economic benefit have obtained effective lifting.
Brief description
Fig. 1 is the structural representation of this core combination.
Fig. 2 is the using method schematic diagram of this core combination.
Specific embodiment
Further illustrate the utility model below by way of specific embodiment.
As shown in figure 1, a kind of integrated core die combination of base for post cushion cap rim of a cup, it include 1, one piece of top board 2 of four blocks of side plates,
The inverted rectangular pyramid form assembly that one piece of base plate 3 surrounds, is provided with a pair of hanger 4 in the top surface of top board 2, at side plate 1, bottom
All it is surrounded by metal hemming edge 5, metal hemming edge 5 is fixed on side plate 1, base plate 3 by screw or rivet at the arris of plate 3 and top board 2
Or on top board 2.
The integrated core die combination of described base for post cushion cap rim of a cup, the inner surface of four blocks of side plates is longitudinally provided with reinforcement.
The integrated core die combination of described base for post cushion cap rim of a cup, metal hemming edge refers to the aluminum bound edge that thickness is 1 ~ 2mm.
As shown in Fig. 2 the using method of described integrated core die combination, including
Step 1, prepare integrated core die combination；
Step 1.1, setting-out is carried out to each base for post rim of a cup according to design drawing,
Step 1.2, collect base for post rim of a cup model inventory,
Step 1.3, integrated core die combination is prepared according to step 1.2 gained inventory,
Step 2, set up base for post short column template；
Step 3, each for step 1 gained integrated core die combination is inserted step 2 base for post short column template 6 in, whole at it
The top board top of body formula core combination penetrates steel pipe using hanger makes integrated core die combination be fixed；
Step 4, to casting concrete in base for post short column template 6；
Step 5, set up lifting bracket 7 at base for post short column template 6 top, described lifting bracket 7 includes three poles and makes
Suspension bracket and the chain block 8 being located at suspension bracket top；
Step 6, when concrete initial set described in step 4, by the chain block at lifting bracket top by monoblock type core
Combination is lifted up 1 ~ 5CM so as to get loose with pre-hardening concrete, prevents to take out entirety after follow-up concrete is completely solid
Formula core combines；
Step 7, after concrete is completely solid, using lifting bracket, integrated core die combination is lifted completely and takes out；
Step 8, remove lifting bracket and base for post short column template, operation completes.
This device makes and method of operating is simple, removes the gang form completing due to being affected by manual demolition, base
This no damages, and repeats and utilizes, and manpower consumption is also considerably less than traditional fabrication mode, larger saving material and cost of labor,
And gang form can be prefabricated in advance, making when need not be to be onstructed, the time advance that available basic earthwork excavates is prefabricated, larger
Saved the engineering time, its Saving in time costs, economic benefit have obtained effective lifting.
Claims (3)
1. a kind of integrated core die combination of base for post cushion cap rim of a cup, is characterized in that：It include four blocks of side plates, one piece of top board, one piece
The inverted rectangular pyramid form assembly that base plate surrounds, is provided with a pair of hanger in the top surface of top board, in side plate, base plate and top board
Arris at be all surrounded by metal hemming edge, metal hemming edge is fixed on side plate, base plate or top board by screw or rivet.
2. the integrated core die combination of base for post cushion cap rim of a cup according to claim 1, is characterized in that：The inner side of four blocks of side plates
Surface longitudinal is provided with reinforcement.
3. the integrated core die combination of base for post cushion cap rim of a cup according to claim 1, is characterized in that：Described metal hemming edge is
Dinger thickness degree is the aluminum bound edge of 1 ~ 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620513143.7U CN205954659U (en) | 2016-05-31 | 2016-05-31 | Integral mandrel combination of stylopodium cushion cap rim of a cup |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620513143.7U CN205954659U (en) | 2016-05-31 | 2016-05-31 | Integral mandrel combination of stylopodium cushion cap rim of a cup |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954659U true CN205954659U (en) | 2017-02-15 |
Family
ID=57966644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620513143.7U Expired - Fee Related CN205954659U (en) | 2016-05-31 | 2016-05-31 | Integral mandrel combination of stylopodium cushion cap rim of a cup |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954659U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447772A (en) * | 2016-05-31 | 2017-12-08 | 上海宝冶集团有限公司 | The integrated core die combination and its construction method of base for post cushion cap rim of a cup |
-
2016
- 2016-05-31 CN CN201620513143.7U patent/CN205954659U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107447772A (en) * | 2016-05-31 | 2017-12-08 | 上海宝冶集团有限公司 | The integrated core die combination and its construction method of base for post cushion cap rim of a cup |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
| CN110905232A (en) | Mechanical static force dismantling method for concrete structure | |
| CN105089192B (en) | A kind of detachable bed die steel bar truss floor support plate and its assembly method | |
| CN106968435A (en) | A kind of formwork reinforcement system of L-type shear wall with short piers one-piece casting construction | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN103161176A (en) | Tower crane foundation construction method in main building connected garage | |
| CN104047422A (en) | Cylinder die manufacturing and mounting method | |
| CN205954659U (en) | Integral mandrel combination of stylopodium cushion cap rim of a cup | |
| CN205712565U (en) | A kind of prefabricated two-sided wall | |
| CN210713517U (en) | Assembled superposed beam structure | |
| CN205617732U (en) | Job site pipeline formula floor rubbish clearance system | |
| CN104131635B (en) | Method and platform for constructing peripheral shear wall of prefabricated staircase | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN207934054U (en) | A kind of prefabricated assembled raft foundation | |
| CN203668894U (en) | Concrete prefabricated form structure allowing rapid installation | |
| CN107447772A (en) | The integrated core die combination and its construction method of base for post cushion cap rim of a cup | |
| CN207244961U (en) | A kind of Prefabricated stacking floor with side flanging for being used to drop plate region | |
| CN204626732U (en) | A kind of precast reinforced concrete construction superposed beam antipriming | |
| CN203924652U (en) | The operation platform of periphery shear wall between a kind of precast stair | |
| CN210002951U (en) | integrally-installed house system with concrete structure steel bar templates | |
| CN202689278U (en) | Superimposed hollow slab | |
| CN209853563U (en) | Assembled muck block wall's hoist | |
| CN207244957U (en) | A kind of modularization Prefabricated stacking floor for being used to drop plate region | |
| CN205777582U (en) | Concrete pier bed-jig for assembling large steel structure | |
| CN205224425U (en) | Supporting bracket of reinforcing -bar protective layer |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170215 Termination date: 20210531 |