CN202467190U - Combined filling die - Google Patents
Combined filling die Download PDFInfo
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- CN202467190U CN202467190U CN2011204469867U CN201120446986U CN202467190U CN 202467190 U CN202467190 U CN 202467190U CN 2011204469867 U CN2011204469867 U CN 2011204469867U CN 201120446986 U CN201120446986 U CN 201120446986U CN 202467190 U CN202467190 U CN 202467190U
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- mould
- filled
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- stiffener
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Abstract
The utility model discloses a combined filling die which is enclosed by thin wall plate-type members, the thin wall plate-type members include a panel (1), reinforcing plates (2), counterforce plates (3) or counterforce keys (4), the reinforcing plates (2) are connected surrounding the panel (1), the counterforce plates (3) or the counterforce keys (4) are connected surrounding the reinforcing plates (2), and at least one connecting hole (5) is arranged on each counterforce key (4). The utility model provides novel filling die combined members which can be assembled on site and can be mutually connected, the combined filling die is convenient for factory batched production and facilitates improving the production efficiency and reducing the production cost, and the combined filling die is in favor of transporting in a sufficient amount, thereby reducing the transportation cost; because of the light weight, the filling die is convenient in manual loading, unloading and installation, thereby facilitating reducing the construction and installation costs; because of the combined structure, the filling die can meet the needs of product diversification; therefore, the filling die makes up the defects of various filling dies in the prior art, and the filling die is low in cost and simple in operation.
Description
Technical field
The utility model relates to the template that a kind of building floor is used, and particularly relates to a kind of combination and fills mould.
Background technology
Adopt the empty stomach reinforced concrete floor structure of filled internal mold construction technology increasing, concrete on an empty stomach the characteristics of floor be depth of section big, inner empty, up and down concrete thin plate, concrete thin plate and fill intermode and accompany the netted concrete dense-rib of concrete up and down arranged.Some problems that prior art exists: at first be the anti-floating problem of filling mould; Existing various filling moulds all adopt thin-walled, cavity to alleviate floor from heavy load; Float for avoiding concrete when cast to fill mould, adopted various fixation, a kind of measure is that the steel mesh reinforcement that adopts bar reinforcement will fill mould and structure is connected as a single entity; Utilize the steel mesh reinforcement deadweight of structure to increase the anti-floating ability of filling mould, this way steel using amount is big, cost is high.Another kind of measure is to adopt crude iron silk or base will fill mould with bolt etc. to be fixed on the soffit formwork; This way not only take a lot of work by complex process, cost high; And consuming time taking a lot of work also can be damaged soffit formwork, reduced its repeat usage during form removal, thereby increases bed die amortization charge and form removal expense.Another problem that prior art exists is: cost of transportation is high; Because existing filling mould is whole casing or tubulose that batch production is produced; The very big and very light in weight of its volume, tonnage is not enough far away and cause cost of transportation to soar when making transportation, even has surpassed cost of production.Another problem that prior art exists is: installation cost is high, and existing integral-filled mould loads and unloads still to install and all will adopt mechanical hoisting because weight has surpassed the ability of a dead lift, makes installation cost significantly improve.Another problem that prior art exists is: common stressed the failing of filling mould and concrete structure brought into play; On the one hand because the surface of existing filling mould is too bright and clean; The adhesion stress that makes itself and concrete structure is very weak and can't be stressed jointly; Fill on the other hand also to have no between the mould and connect and can not to form integral body stressed jointly, fill mould and only play the effect of construction formwork and wasted resource thereby make.Therefore, the development of concrete building plate has great importance a kind of novel filling mould that can overcome the not only economy of the problems referred to above but also be suitable for of research and development for promoting on an empty stomach.
Summary of the invention
The technical problem that the utility model will solve is the deficiency that overcomes above-mentioned existing various filling moulds; The utility model provides a kind of assembled on site, the combination of interconnective novel thin wall member to fill mould; The member that mould is filled in the combination of the utility model is that plank frame is convenient to batch production and is produced in batches and help enhancing productivity, reducing production costs, and helps the capacity transportation and reduce cost of transportation, owing in light weightly be convenient to artificial loading and unloading and be equipped with to be beneficial to reduce the construction and installation cost; Owing to adopted combining structure; Be convenient to satisfy the demand of product diversification, not only remedied the deficiency of existing various filling moulds, and with low cost, simple to operate.
The technical scheme that the utility model adopts:
Mould is filled in a kind of combination of the utility model; Enclose by the thin-walled plate-type component; the thin-walled plate-type component comprises panel (1), stiffener (2), reaction plate (3) or counter-force key (4); connecting stiffener (2) around the panel (1), the periphery of stiffener (2) is connecting reaction plate (3) or counter-force key (4), is provided with a connecting hole (5) on the counter-force key (4) at least.
Mould is filled in the described a kind of combination of the utility model, and reaction plate (3) connects counter-force key (4) again, and connecting hole (5) can be set on the reaction plate (3).
Mould is filled in the described a kind of combination of the utility model, reaction plate or counter-force key can be connected to the inside of stiffener.
Mould is filled in the described a kind of combination of the utility model, and stiffener and panel be not on same plane.
Mould is filled in the described a kind of combination of the utility model, and stiffener is different with plate thickness.
Mould is filled in the described a kind of combination of the utility model, and constituting the panel (1) of thin-walled plate-type component and the external surface of stiffener (2) is netted or concavo-convex pitted skin.
Mould is filled in the described a kind of combination of the utility model, is enclosed the multiaspect casing of an opening by at least four thin-walled plate-type components.
Mould is filled in the described a kind of combination of the utility model, is enclosed the multiaspect casing of sealing by at least five thin-walled plate-type components.
[0014]The beneficial effect that the utility model reaches
:The combination of the utility model is filled mould and is adopted at least four plate-type component assembled on site to form; Complicated and diversified filling mould is split as several standard plate-type components, be convenient to batch production and produce in batches, and the production technology of plate-type component is simple; Help reducing production costs; And the various combination of standardized structural element can satisfy the complicated and diversified product demand of filling mould, and the deadweight of single member is merely finished product and fills 20 ~ 25% of mould, is convenient to artificial loading and unloading, carrying and job site installation and combination; With regard to transportation; Finished product is on an empty stomach filled mould and can not be satisfied the transportation tonnage because volume is big, thereby and plate-type component satisfies the transportation tonnage and can significantly reduce cost of transportation, and can reduce the transportation loss greatly.
The thin-wall member external surface that mould is filled in the combination of the utility model is designed to netted or concavo-convex pitted skin; Can bring three benefits; First; Can increase the water of staying in when construction in the uneven pitted skin, increase and fill the mould adsorbed water and can increase and fill the deadweight of mould when construction, thereby fill the come-up of mould when helping avoiding watering concrete.The second, fill the mould adsorbed water and can play the maintenance action of long period in the concrete inside configuration, the quality of concrete structure is fully ensured.The 3rd, the pitted skin of uneven formation can make fills mould and the abundant interlock of concrete structure, makes it stressed jointly, because casing has certain intensity, thereby can improve the bearing capacity of floor.
What the utility model provided encloses the multiaspect casing of sealing by at least five thin-wall members; Can satisfy the diversified complicated requirement of closed filling mould; As: the multiaspect casing that five thin-wall members are enclosed sealing is a pentahedron; Pentahedral cross section is a triangle, and the filling mould of triangular-section just in time is applicable to the bight of non-rectangle floor level, as: the multiaspect casing that six thin-wall members are enclosed sealing is a hexahedron; But hexahedral cross section rectangle or trapezoidal, and the filling mould of trapezoid cross section just in time is applicable to the hypotenuse layout of non-rectangle floor level.
What the utility model provided encloses the multiaspect casing of an opening by at least four thin-wall members, owing to reduce the material of a face, can reduce the cost of filling mould, because an opening, the connection of being convenient in casing, to fill mould is fixed.
Common components is adopted in end face or bottom surface; As: the thick gypsum plank of 30mm, the thick aerating concrete of 30mm plate, the thick cystosepiment of 30mm, the thick fine-stone concrete plate of 30mm or 30mm gypsum evacuated mould; Can reduce the cost of filling mould, owing to gypsum plank, aerating concrete plate, cystosepiment are slab, and have sound insulation preferably, heat insulation, energy-saving effect; Thereby can improve the functional performance of floor slab structure on an empty stomach; Consume industrial waste ardealite, desulfurated plaster, flyash etc., helped protecting environment and sustainable development, had the certain social meaning.
The filling mould of the utility model adopts the mode of on-the-spot combination, makes when construction and installation, will fill that rearmounted filler becomes easy thing in the mould, and rearmounted filler can improve the anti-floating of the deadweight of filling mould when helping concrete and watering.If filler is a curing water, can carry out long-term maintenance to the concrete structure internally, the concrete quality is guaranteed, and made alleviating of structure after the water evaporates from heavy load.If filler is a light heat insulating material, can improve the functional performance of floor.Certainly also can adopt the light heat insulating material that contains curing water as filler.As if being used for basement base plate on an empty stomach, filler adopts weights such as iron ore slag, can increase the hollow slab deadweight and offset a part of underground water uplift pressure, thereby reduce bottom slab stress, reduction cost.
Each combinatorial surface that the utility model will be filled mould through the connecting hole on reaction plate or the counter-force key with iron wire colligation or bolt connects fixing, and is not only simple to operate, but also with low cost.
The utility model can be connected to reaction plate or counter-force key the inside of stiffener; Can make two members when connecting fixedly; Produce a preparatory application of force square that makes member panel to outer lug because of gapped between two continuous reaction plates or the counter-force key, this preparatory application of force square helps filling die face plate opposing external force.
The utility model adopts stiffener and the not design on same plane of panel, has increased rigidity outside the plane of whole front panel and stiffener structure, also makes the outside component of a critically ill panel of stiffener generation, helps strengthening the resistance of panel to external force.
The utility model adopts the design of stiffener and panel different-thickness, helps reducing cost, alleviating deadweight.
A technical essential of the utility model is: adopt the batch production of standard plate-type component to produce, fill mould in batches and carry out installation and combination at the construction field (site); Varying number, different size, difformity, the different filling mould of different modes one-tenth capable of being combined; Thereby can satisfy the diversified requirement of filling mould; And can significantly reduce production costs, cost of transportation, reduction transportation loss, also make rearmounted filler become easy thing.
Compared with prior art; The utility model adopts the very simple production of filling die component, combination and job practices; Not only effectively reduce cost; And efficiently solve on an empty stomach maintenance, anti-floating and the quality problems in the floor slab construction of concrete, and make fill the mould participation structure stressed, improved structural bearing capacity.
Description of drawings:
Accompanying drawing 1 is the structure chart of the thin-walled plate-type component among the utility model embodiment 1
Accompanying drawing 2 is the structure chart of the thin-walled plate-type component among the utility model embodiment 2
Accompanying drawing 3 is the sectional drawing of the thin-walled plate-type component among the utility model embodiment 1
Accompanying drawing 4 is the sectional drawing of the thin-walled plate-type component among the utility model embodiment 2
Accompanying drawing 5 is the sectional drawing of the thin-walled plate-type component among the utility model embodiment 1
Accompanying drawing 6 is the sectional drawing of the thin-walled plate-type component among the utility model embodiment 2
Accompanying drawing 7 is the sectional drawing of the thin-walled plate-type component among the utility model embodiment 1
Accompanying drawing 8 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 1
Accompanying drawing 9 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 2
Accompanying drawing 10 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 2
Accompanying drawing 11 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 2
Accompanying drawing 12 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 1
Accompanying drawing 13 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 1
Accompanying drawing 14 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 1
Accompanying drawing 15 is the constitutional diagram that the board-like unit construction of thin-walled is filled mould among the utility model embodiment 2
Accompanying drawing 16 is filled the connection layout between the mould for the utility model combination.
The specific embodiment
Embodiment 1:: the utility model adopts plastic material in factory, to cast the thin-wall member of pressing production standard; Thickness is 5mm, and panel 1 adopts concavo-convex rectangle pitted skin plate, is of a size of two kinds of A:600x600mm and B:600x300mm; Connect stiffener around the panel 1; Stiffener 2 width are 50mm, and the external surface of stiffener also is concavo-convex pitted skin, and stiffener 2 is 45 with panel 1
oAngle is connecting reaction plate 3 around the stiffener 2, and reaction plate 3 width are 30mm, and reaction plate 3 links to each other with stiffener 2 ends, is 90
oAngle is provided with two counter-force keys 4 on the reaction plate of left and right directions, counter-force key 4 width are 30mm, and the connecting hole of a diameter 10mm is set on the counter-force key 4.After standardized structural element is transported to the job site, by designing requirement support base template, on soffit formwork by reinforcing bar in muscle at the bottom of the designing requirement colligation and the rib; A type member is positioned on the soffit formwork in the steel mesh reinforcement as base plate, and passes connecting hole and steel mesh reinforcement and the colligation of adjacent A type member together, then with iron wire; The Type B member is surrounded and is fixed into tubular body with iron wire through the connecting hole colligation as per four of side plate, be buckled on the base plate and and fix, so far with the iron wire colligation through the connecting hole on bed die and the side form; Form the rectangular box of upper opening, in casing, inject a certain amount of insulation microballon and curing water, seal as top board with A type member then through open top; Equally passing connecting hole on backform and the side form with iron wire links to each other with adjacent filling mould and becomes integral body; Lay the end face reinforcing bar then, it is fully drenched with the filling mould to water, and makes to stay into adsorbed water in the male and fomale(M&F) cave of filling mould to play the maintenance action to concrete; Water in the rib concrete and fully vibrate with vibrating head; And suitably vibrate steel mesh reinforcement and make concrete get into fill the mould bottom surface, water the surface layer concrete at last, and suitably vibration is filled mould and is made concrete resonance around it; Make the bottom concrete closely knit, remove bed die after reaching certain intensity through the outside water seasonings in two weeks.
Embodiment 2:: the utility model adopts plastic material in factory, to cast the thin-wall member of pressing production standard; Thickness is 5mm, and panel 1 adopts concavo-convex rectangle pitted skin plate, is of a size of two kinds of A:600x600mm and B:600x300mm; Connect stiffener 2 around the panel; The stiffener width is 50mm, and the external surface of stiffener 2 also is concavo-convex pitted skin, and stiffener and panel are 60
oFollow 2 counter-force keys around the angle, stiffener on each direction, the counter-force width of key is 30mm, and each counter-force key is provided with the connecting hole of a diameter 10mm.After standardized structural element is transported to the job site, by designing requirement support base template, on soffit formwork by reinforcing bar in muscle at the bottom of the designing requirement colligation and the rib; A type member is positioned on the soffit formwork in the steel mesh reinforcement as base plate, and passes connecting hole and steel mesh reinforcement and the colligation of adjacent A type member together, then with iron wire; The Type B member is surrounded and is fixed into tubular body with iron wire through the connecting hole colligation as per four of side plate, be buckled on the base plate and and fix, so far with the iron wire colligation through the connecting hole on bed die and the side form; Form the rectangular box of upper opening, in casing, inject a certain amount of insulation microballon and curing water, seal as top board with A type member then through open top; Equally passing connecting hole on backform and the side form with iron wire links to each other with adjacent filling mould and becomes integral body; Lay the end face reinforcing bar then, it is fully drenched with the filling mould to water, and makes to stay into adsorbed water in the male and fomale(M&F) cave of filling mould to play the maintenance action to concrete; Water in the rib concrete and fully vibrate with vibrating head; And suitably vibrate steel mesh reinforcement and make concrete get into fill the mould bottom surface, water the surface layer concrete at last, and suitably vibration is filled mould and is made concrete resonance around it; Make the bottom concrete closely knit, remove bed die after reaching certain intensity through the outside water seasonings in two weeks.
Claims (8)
1. mould is filled in a combination; Enclose by the thin-walled plate-type component; It is characterized in that: the thin-walled plate-type component comprises panel (1), stiffener (2), reaction plate (3) and counter-force key (4); Connecting stiffener (2) around the panel (1), the periphery of stiffener (2) is connecting reaction plate (3) or counter-force key (4), is provided with a connecting hole (5) on the counter-force key (4) at least.
2. mould is filled in a kind of combination according to claim 1, and it is characterized in that: reaction plate (3) connects counter-force key (4) again, and connecting hole (5) can be set on the reaction plate (3).
3. mould is filled in a kind of combination according to claim 1 and 2, it is characterized in that: the inside that reaction plate or counter-force key can be connected to stiffener.
4. mould is filled in a kind of combination according to claim 1 and 2, and it is characterized in that: stiffener and panel be not on same plane.
5. mould is filled in a kind of combination according to claim 1 and 2, and it is characterized in that: stiffener is different with plate thickness.
6. mould is filled in a kind of combination according to claim 1, it is characterized in that: constituting the panel (1) of thin-walled plate-type component and the external surface of stiffener (2) is netted or concavo-convex pitted skin.
7. mould is filled in a kind of combination according to claim 1, it is characterized in that: the multiaspect casing of being enclosed an opening by at least four thin-walled plate-type components.
8. mould is filled in a kind of combination according to claim 1,, it is characterized in that: the multiaspect casing of enclosing sealing by at least five thin-walled plate-type components.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204469867U CN202467190U (en) | 2011-11-14 | 2011-11-14 | Combined filling die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204469867U CN202467190U (en) | 2011-11-14 | 2011-11-14 | Combined filling die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202467190U true CN202467190U (en) | 2012-10-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204469867U Expired - Fee Related CN202467190U (en) | 2011-11-14 | 2011-11-14 | Combined filling die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202467190U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687255A (en) * | 2017-09-28 | 2018-02-13 | 贵州皆盈科技开发有限公司 | A kind of Collapsible mould and its construction method |
-
2011
- 2011-11-14 CN CN2011204469867U patent/CN202467190U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687255A (en) * | 2017-09-28 | 2018-02-13 | 贵州皆盈科技开发有限公司 | A kind of Collapsible mould and its construction method |
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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: 20121003 Termination date: 20181114 |