CN203394019U - Frame type template structure for placing of concrete - Google Patents
Frame type template structure for placing of concrete Download PDFInfo
- Publication number
- CN203394019U CN203394019U CN201320488708.7U CN201320488708U CN203394019U CN 203394019 U CN203394019 U CN 203394019U CN 201320488708 U CN201320488708 U CN 201320488708U CN 203394019 U CN203394019 U CN 203394019U
- Authority
- CN
- China
- Prior art keywords
- template
- channel
- section steel
- concrete
- frame type
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims description 40
- 239000010959 steel Substances 0.000 claims description 40
- 238000009415 formwork Methods 0.000 claims description 15
- 230000008901 benefit Effects 0.000 abstract description 6
- 238000007789 sealing Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 5
- 239000011381 foam concrete Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000005086 pumping Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 230000007306 turnover Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000013467 fragmentation Methods 0.000 description 2
- 238000006062 fragmentation reaction Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a frame type template structure for placing of concrete and belongs to the building field. The structure comprises a first template, a second template matched with the first template and a closing-up structure connecting the first template with the second template. The frame type template structure is good in sealing, simple to operate, easy to mount and dismount, not prone to deformation, low in cost, fast in turning over and capable of being widely used and obtaining good economic benefits.
Description
Technical field
The utility model relates to building field, particularly a kind of placing of concrete frame type formwork structure.
Background technology
As everyone knows, every country is more and more emphasized social city now, urbanization is socioeconomic changes process, comprise that non-agriculturalization of agricultural population, size of urban population constantly expand, urban land is constantly to suburb expansion, and the continuous increase of city quantity and urban society, economy, technological change enter rural process.Of paramount importance in the process of urbanization is exactly to build in some infrastructure and people's house Yi city to hold many population, so just require to build a large amount of buildings, along with the existing Building technology of the development of social productive forces has also obtained swift and violent development, in order to promote structural strength and the quality of building, shorten building cycle, present building adopts the structure of frame type more, its framework is mainly that the material that tower structure adopts mainly comprises shaped steel and steel concrete by the rigidly connected cage construction of beam and column.
In concrete enforcement, tower structure has advantages of as follows, and first, the steel concrete that tower structure is used or shaped steel have good resistance to compression and bending resistance, therefore, can add space and the height of edifice.Secondly, it can alleviate the weight of building.Finally, it has good shock resistance and globality.So adopt in a large number the structure of frame type just because of the present building of plurality of advantages of tower structure as mentioned above, but constructor's its construction sequence when carrying out Specific construction building generally comprises now, first plank or other plate bodys are fixed into a unitary mould by nail or clip, then in unitary mould, arrange reinforcing bar, afterwards to placing of concrete in this unitary mould, after concrete fully solidifies, constructor need to disassemble integral construction by the plank or other plate bodys that form mould successively by aid.
In realizing process of the present utility model, inventor finds that prior art at least exists following problem:
Above-mentioned mould sealing is lower, complicated operation, be difficult for installing/dismounting, and cost is higher, turnover slow.
Summary of the invention
In order to solve the problem of prior art, the utility model embodiment provides a kind of placing of concrete frame type formwork structure.Described technical scheme is as follows:
The utility model embodiment provides a kind of placing of concrete frame type formwork structure, described placing of concrete with frame type formwork structure comprise the first template, with described the first template match the second template arranging, the closing-in structure that is connected described the first template and described the second template.
Particularly, in described the first template, order is disposed with the first channel-section steel, and on described the first channel-section steel, order is disposed with the first screw hole.
Particularly, in described the second template, order is disposed with the second channel-section steel, and on described the second channel-section steel, order is disposed with the second screw hole.
Particularly, described closing-in structure comprise the first channel-section steel, the second channel-section steel, connect the positioning pipe of described the first channel-section steel and described the second channel-section steel, be connected the first template bar of arranging with described the first channel-section steel, is connected the second template bar of arranging with described the second channel-section steel, be arranged on screw rod in the first screw hole and the second screw hole, fix described screw rod and with the first nut of the adjacent setting of the first channel-section steel, and the second nut of the adjacent setting of the second channel-section steel.
The beneficial effect that the technical scheme that the utility model embodiment provides is brought is:
The utility model placing of concrete frame type formwork structure, is positioned between the beam column of each building structure, by the assembling of body of wall design thickness requirement unwrapping wire, and pouring Light Wall.Adopt perfusion or pumping equipment that all kinds of concretes (foam concrete, Ceramsite Concrete, fine-stone concrete, tear old materials for wall fragmentation open then make concrete) are poured onto to the wall mold assembling, casting type wall.From shaper good airproof performance, simple to operate, the easy installing/dismounting, not yielding of factory or site prefabrication work, and cost is low, turnover fast, after 24 hours, can take turns and turn construction, and the vertical test of wall surface levelling reaches norm of construction acceptance criteria.Metope need not be criticized and smear cement bonded sand directly decoratable.Do mix, the three-dimensional circular mortar machine of watering appliance adapted and pumping device blender, directly deliver in body of wall mould.Cast-in-place special light foam concrete has that unit weight is light, intensity is high, its sound insulation, fire prevention, anti-seismic performance are excellent especially, through authoritative department monitoring with identify, obtain New Building Materials and use certificate of certification, can extensively popularize use, obtain good economic benefit.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the utility model embodiment, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skills, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the structural representation of frame type formwork structure for the placing of concrete that provides of the utility model embodiment;
Fig. 2 is the structural representation of the closing-in structure that provides of the utility model embodiment.
The specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing, the utility model embodiment is described in further detail.
Embodiment
The utility model embodiment provides a kind of placing of concrete frame type formwork structure, referring to Fig. 1, described placing of concrete with frame type formwork structure comprise the first template 1, with the first template match the second template 2 arranging, the closing-in structure 3 that is connected the first template 1 and the second template 2.The first template 1 is identical with the structure of the second template 2.
Particularly, in the first template 1, order is disposed with order on the first channel-section steel 11, the first channel-section steels 11 and is disposed with the first screw hole 10.
Particularly, in the second template 2, order is disposed with order on the second channel-section steel 21, the second channel-section steels 21 and is disposed with the second screw hole 20.
Particularly, referring to Fig. 2, closing-in structure 3 comprises the first channel-section steel 11, the second channel-section steel 21, connect the positioning pipe 31 of the first channel-section steel 11 and the second channel-section steel 21, be connected the first template bar 32, the second template bar 33 that is connected setting with the second channel-section steel 21 that arrange with the first channel-section steel 11, be arranged on screw rod 34 in the first screw hole 10 and the second screw hole 20, standing screw 34 and with the first nut 35 of the first channel-section steel 11 adjacent settings, and the second nut 36 of the second channel-section steel 21 adjacent settings.
The beneficial effect that the technical scheme that the utility model embodiment provides is brought is:
(1) lightweight; Pourable lightweight sample body and utilize building debris, broken cement casting, also available fine-stone concrete cast.
(2) intensity is high; Strength of wall body can be made 4.5-10Mpa(MPa according to packing material) intensity.
(3) save space; Without keeping off through criticizing, the thickness of cast-in-place light sample body can reach building and use standard index.
The verticality of cast-in-place sample body can be controlled in acceptance criteria, without keeping off through criticizing.
(4) construction is fast; The agent structure that can follow up progress, after cast-in-place main body binds, sample body is along with completing.
(5) cost is low; Than other sample body materials, save 1/3 cost.
The utility model placing of concrete frame type formwork structure, is positioned between the beam column of each building structure, by the assembling of body of wall design thickness requirement unwrapping wire, placing of concrete 4.Adopt perfusion or pumping equipment that all kinds of concretes (foam concrete, Ceramsite Concrete, fine-stone concrete, tear old materials for wall fragmentation open then make concrete) are poured onto to the wall mold assembling, casting type wall.From shaper good airproof performance, simple to operate, the easy installing/dismounting, not yielding of factory or site prefabrication work, and cost is low, turnover fast, after 24 hours, can take turns and turn construction, and the vertical test of wall surface levelling reaches norm of construction acceptance criteria.Metope need not be criticized and smear cement bonded sand directly decoratable.Do mix, the three-dimensional circular mortar machine of watering appliance adapted and pumping device blender, directly deliver in body of wall mould.Cast-in-place special light foam concrete has that unit weight is light, intensity is high, its sound insulation, fire prevention, anti-seismic performance are excellent especially, through authoritative department monitoring with identify, obtain New Building Materials and use certificate of certification, can extensively popularize use, obtain good economic benefit.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (4)
1. a placing of concrete frame type formwork structure, is characterized in that,
Described placing of concrete with frame type formwork structure comprise the first template, with described the first template match the second template arranging, the closing-in structure that is connected described the first template and described the second template.
2. placing of concrete according to claim 1 frame type formwork structure, is characterized in that,
In described the first template, order is disposed with the first channel-section steel, and on described the first channel-section steel, order is disposed with the first screw hole.
3. placing of concrete according to claim 1 frame type formwork structure, is characterized in that,
In described the second template, order is disposed with the second channel-section steel, and on described the second channel-section steel, order is disposed with the second screw hole.
4. placing of concrete according to claim 1 frame type formwork structure, is characterized in that,
Described closing-in structure comprises the first channel-section steel, the second channel-section steel, connect the positioning pipe of described the first channel-section steel and described the second channel-section steel, be connected the first template bar of arranging with described the first channel-section steel, is connected the second template bar of arranging with described the second channel-section steel, be arranged on screw rod in the first screw hole and the second screw hole, fix described screw rod and with the first nut of the adjacent setting of the first channel-section steel, and the second nut of the adjacent setting of the second channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320488708.7U CN203394019U (en) | 2013-08-12 | 2013-08-12 | Frame type template structure for placing of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320488708.7U CN203394019U (en) | 2013-08-12 | 2013-08-12 | Frame type template structure for placing of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203394019U true CN203394019U (en) | 2014-01-15 |
Family
ID=49905559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320488708.7U Expired - Fee Related CN203394019U (en) | 2013-08-12 | 2013-08-12 | Frame type template structure for placing of concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203394019U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165158A (en) * | 2017-05-26 | 2017-09-15 | 神翼航空器科技（天津）有限公司 | The method that the mud produced using basement subsidence process makes wall |
| CN108385975A (en) * | 2018-01-22 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of modified split bolt |
| CN110847591A (en) * | 2019-08-17 | 2020-02-28 | 赵克勤 | Square ridge type edge modular male and female template system |
-
2013
- 2013-08-12 CN CN201320488708.7U patent/CN203394019U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165158A (en) * | 2017-05-26 | 2017-09-15 | 神翼航空器科技（天津）有限公司 | The method that the mud produced using basement subsidence process makes wall |
| CN108385975A (en) * | 2018-01-22 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of modified split bolt |
| CN110847591A (en) * | 2019-08-17 | 2020-02-28 | 赵克勤 | Square ridge type edge modular male and female template system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102031870B (en) | Foaming material filling box with reinforced layer and slurry leakage hole | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN205530344U (en) | Utility tunnel is pour to split type no mould | |
| CN205653934U (en) | Cast -in -place lightweight concrete wall body of green energy -conserving integration | |
| CN105971007A (en) | Split type non-formwork pouring underground comprehensive pipe gallery | |
| CN110344535A (en) | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork | |
| CN203394019U (en) | Frame type template structure for placing of concrete | |
| CN205577120U (en) | Assembly component of light -duty pottery glass siding wall and floor | |
| CN204959963U (en) | Compound lightweight wall housing construction of assembled steel frame | |
| CN110241946A (en) | A horizontal connection structure of an assembled energy-dissipating frame shear wall and its construction method | |
| CN201401040Y (en) | Mobile communication antenna pole holding concrete prefabricated counterweight | |
| CN106013200A (en) | Prefabricated assembly type strip foundation and construction technology | |
| CN109208823A (en) | It is a kind of can quick assembling built-in steel-case formula steel core concrete column and its production technology | |
| CN204357000U (en) | A kind of precast and assembled reinforced concrete spinous process of the seventh cervical vertebra frame | |
| CN205711974U (en) | A kind of Retaining Wall | |
| CN203559505U (en) | Cast-in-place light steel bar truss wall | |
| CN207934066U (en) | One kind exempting from vertical support overlapping piping lane device | |
| CN203174882U (en) | Shock resistant composite beam for housing building | |
| CN201535028U (en) | Thin-wall steel floor slab combined with lightweight aggregate concrete | |
| CN216075217U (en) | Accurate pre-buried device of complicated basic column base bolt of steel construction | |
| CN108277918B (en) | Assembled type toothed joint edge-punched steel sheet ribbed floor | |
| CN203320691U (en) | Light steel and concrete house building system | |
| CN203247771U (en) | Novel supporting column provided with steel structure | |
| CN201047126Y (en) | Prefabricated building module component | |
| CN109235709B (en) | Full cast-in-place outer wall structure of building |
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: 20140115 Termination date: 20180812 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |