CN102259387A - Ribbed precasting template for buildings - Google Patents
Ribbed precasting template for buildings Download PDFInfo
- Publication number
- CN102259387A CN102259387A CN2011100990648A CN201110099064A CN102259387A CN 102259387 A CN102259387 A CN 102259387A CN 2011100990648 A CN2011100990648 A CN 2011100990648A CN 201110099064 A CN201110099064 A CN 201110099064A CN 102259387 A CN102259387 A CN 102259387A
- Authority
- CN
- China
- Prior art keywords
- module
- template
- ribbing
- concrete
- precast
- 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.)
- Pending
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a ribbed precasting template for buildings. The template is formed by assembling one or more than one module (1), wherein each module (1) comprises a baseplate bottom die (4), a baseplate side die (5) and a lengthwise rid side die (6); a die removal bolt hole (7) or a connection bolt hole (8) is arranged on the baseplate bottom die (4), the baseplate side die (5) or the lengthwise rid side die (6) of the modules (1); and a through hole (9) is arranged on the lengthwise rid side die (6). When the ribbed precasting template is assembled, the modules (1) are in abut joint, and multiple modules (1) are connected through bolts (3) or latches or screw threads via connecting pieces (10), and end part clogged blocks are connected with the modules (1) to form an integral ribbed precasting template. The ribbed precasting template for buildings in the invention has high rigidity, large bearing capability, long service life and simple construction procedures, and the modules (1) can be mechanically produced so as to facilitate controlling of construction quality.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of precast-concrete form with ribbing for building.
Background technology:
Floor spiced precast member for reinforcing bar concrete is used Ribbed Bar concrete prefabricated structural board (03227765.2) usually, both sides have hole under this Ribbed Bar concrete prefabricated element longitudinal rib, when floor spiced, reinforcing bar is passed the hole of both sides under the prefabricated components longitudinal rib, connect the polylith reinforced concrete prefabricated structural board, make the crisscross layout of reinforcing bar, in the groove that prefabricated components form, load concrete, form floor spiced, this floor have cost low, make easily, advantage such as good integrity.But the making of this precast member board with ribbing is very loaded down with trivial details, mainly be to adorn side form in the longitudinal rib both sides because both sides have building of hole longitudinal rib, the both sides hole also need be adorned mould, put base plate reinforcing bar, longitudinal rib reinforcing bar, casting concrete then, the module form removal difficulty in complex procedures and aperture, increased engineering time and difficulty of construction, efficiency of construction is low.Therefore, it has also proposed new demand to mould plate technique, must adopt advanced mould plate technique, could satisfy the requirement of the construction making of this precast member board with ribbing.
Summary of the invention:
The object of the present invention is to provide a kind of precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building has the bearing capacity height, and construction is simple fast, and form removal is simple, characteristics such as recycling rate of waterused height.
The present invention seeks to realize like this, a kind of precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building is assembled by the module more than one or, module comprises base plate bed die, base plate side form and vertical rib side form, Building block is during with precast-concrete form with ribbing, the module butt joint is put, connect a plurality of modules with bolt or latch or screw thread by connector, the end sprue is connected with module, perforation hole interpolation on vertical rib side form is gone into filling block, forms whole precast-concrete form with ribbing.Form removal bolt hole is arranged on the base plate bed die of module, when assembly unit precast-concrete form with ribbing, form removal bolt hole on the module can be used for installing the form removal bolt, the form removal bolt is screwed in the base plate bed die of module, the base plate bed die inwall of the end of form removal bolt and module at grade, during casting concrete, concrete can not flow out from the form removal hole.When removing precast-concrete form with ribbing, turn bolt, under the effect of bolt force, template can be easy to separate with concrete prefabricated components with ribbing, conveniently removes whole precast-concrete form with ribbing.
When assembly unit precast-concrete form with ribbing, two adjacent modules can connect two adjacent modules by connector, on the base plate side form of module or the vertical rib side form connecting bolt hole is arranged, bolt or latch or screw thread are passed the base plate side form of connector and module or the connecting bolt hole on the vertical rib side form, connect two adjacent modules, this connected mode connects simple fast; Connector has forms such as bayonet socket, lath, and the form of connector can be selected as required flexibly, and this connected mode is simple fast.
The hole that connects about having on the vertical rib side form of module, when assembly unit integral body precast-concrete form with ribbing, perforation hole interpolation on vertical rib side form is gone into filling block, during casting concrete, concrete can not flow out from hole, can form the hole on the prefabricated components rib easily, and the form of hole has rectangle, arc, half elliptic etc., hole form on the vertical rib side form can be selected flexibly according to actual user demand, is convenient to produce and actual the use.
The base plate bed die of module and horizontal plane have an angle a, and base plate side form and vertical rib side form and vertical guide have an angle a, a 〉=5 °, because the existence of angle a, under the effect of bolt force, template is separated with prefabricated components with ribbing are easier, the whole precast-concrete form with ribbing of convenient dismounting.
The vertical rib side form of module can be set to single rib or many ribs, and many ribs can improve the strength and stiffness of prefabricated board, and the making of being convenient to the large span prefabricated board is used.
Description of drawings:
Fig. 1 is the structural representation of module 1, and 4 is the base plate bed die, and 5 is the base plate side form, and 6 are vertical rib side form, and 7 are form removal bolt hole, and 8 is the connecting bolt hole.
Fig. 2 is module 1 another embodiment, and 9 are the hole on the vertical rib side form 6.
Fig. 3 is module 1 another embodiment, and base plate bed die 4 has an angle a with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle a with vertical guide, a 〉=5 °.
Fig. 4 is module 1 another embodiment.
Fig. 5 is two rib module 1 structural representations.
Fig. 6 is two rib module 1 another embodiment, and 9 are the hole on the vertical rib side form 6.
Fig. 7 is two rib module 1 another embodiment, and base plate bed die 4 has an angle a with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle a with vertical guide, a 〉=5 °.
Fig. 8 is two rib module 1 another embodiment.
Fig. 9 is the structural representation of connector 10, and 12 is the bolt hole on the connector 10.
Figure 10 is connector 10 another embodiment, and 13 is the bayonet socket on the connector 10.
Figure 11 is a precast-concrete form structural representation with ribbing for building.
Figure 12 is single another embodiment of rib precast-concrete form for building, and 11 is filling block.
Figure 13 is a for building pair of rib precast-concrete form structural representation.
The specific embodiment:
The present invention as shown in drawings, a kind of precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building is assembled by the module more than one or one 1, and module 1 comprises base plate bed die 4, base plate side form 5 and vertical rib side form 6, and form removal bolt hole 7 is arranged on the base plate bed die 4 of module 1.When assembly unit precast-concrete form with ribbing, form removal bolt hole 7 on the module can be used for installing form removal bolt 3, form removal bolt 3 is screwed in the base plate bed die 4 of module 1, base plate bed die 4 inwalls of the end of form removal bolt 3 and module 1 at grade, during casting concrete, concrete can not flow out from the form removal hole.When removing precast-concrete form with ribbing, turn bolt, under the effect of bolt force, template can be separated with concrete prefabricated components with ribbing easily, conveniently removes whole precast-concrete form with ribbing.Building block is during with precast-concrete form with ribbing, module 1 butt joint is put, connect a plurality of modules 1 with bolt 3 or securing members such as latch or screw thread by connector 10, end sprue 2 is connected with module 1, insert filling block 11 in the perforation hole 9 on vertical rib side form 6, form whole precast-concrete form with ribbing.
Figure 1 shows that the structural representation of module 1,4 is the base plate bed die, and 5 is the base plate side form, and 6 are vertical rib side form, and 7 are form removal bolt hole, and 8 is the connecting bolt hole.In other accompanying drawings, to number identically, its explanation is identical.
When assembly unit precast-concrete form with ribbing, two adjacent modules 1 can connect two adjacent modules 1 by connector 10, on the base plate side form 5 of module 1 or the vertical rib side form 6 connecting bolt hole 8 is arranged, bolt 3 or securing members such as latch or screw thread are passed the connecting bolt hole 8 on base plate bed die 4, base plate side form 5 or the vertical rib side form 6 of connector 10 and module, connect two adjacent modules 1, this connected mode connects simple fast.
The hole 9 that connects about having on the vertical rib side form 6 of module 1 when assembly unit integral body precast-concrete form with ribbing, inserts filling blocks 11 in the hole 9 of the perforation on the vertical rib side form 6, and during casting concrete, concrete can not flow out from hole 9; When building prefabricated components with ribbing, hole on the vertical rib of prefabricated components can form easily, the form of hole 9 has rectangle, arc, half elliptic etc., and hole 9 forms on the vertical rib side form 6 can be selected flexibly according to actual user demand, is convenient to produce and actual the use.
Shown in Figure 2,8 is the connecting bolt hole, and 9 are the hole on the vertical rib side form 6.
The base plate bed die 4 of module 1 has an angle a with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle a with vertical guide, a 〉=5 °.Because the existence at inclination angle, under the effect of bolt force, template 1 is separated with prefabricated components with ribbing are easier, the whole precast-concrete form with ribbing of convenient dismounting.
Fig. 3, shown in Figure 4, base plate bed die 4 has an angle a with horizontal plane, a 〉=5 °; Side plate side form 5 and vertical rib side form 6 has an angle a with vertical guide, a 〉=5 °.
The vertical rib side form 6 of module 1 is single rib or many ribs.Many ribs can improve the strength and stiffness of prefabricated board, and the making of being convenient to the large span prefabricated board is used.
Fig. 5, Fig. 6, Fig. 7, shown in Figure 8 have two vertical rib side forms 6 on the module 1.
Module 1 usefulness connector 10 connects, connector 10 has forms such as bayonet socket, lath, when assembly unit precast-concrete form with ribbing, two modules 1 can connect two adjacent modules 1 by connector 10, bolt 3 or latch or screw thread are passed connector 10 be connected two adjacent modules 1 with connecting bolt hole 8.The form of connector 10 can be selected as required flexibly, and connected mode is simple fast.
Fig. 9 is the structural representation of connector 10, and 12 is the bolt hole on the connector 10.
Figure 10 is connector 10 another embodiment, and 13 is the bayonet socket on the connector 10.
Figure 11 is a precast-concrete form structural representation with ribbing for building.
Figure 12 is single another embodiment of rib precast-concrete form for building.11 is filling block.
Figure 13 is a for building pair of rib precast-concrete form structural representation.
Claims (2)
1. precast-concrete form with ribbing for building, this precast-concrete form with ribbing for building is assembled by the module more than one or (1), module (1) comprises base plate bed die (4), base plate side form (5) and vertical rib side form (6), the invention is characterized in: on the base plate bed die (4) of module (1) form removal bolt hole (7) is arranged.
2. precast-concrete form with ribbing for building according to claim 1 is characterized in that: on the base plate side form (5) of module (1) or the vertical rib side form (6) connecting bolt hole (8) is arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100990648A CN102259387A (en) | 2010-05-12 | 2011-04-20 | Ribbed precasting template for buildings |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010169674.6 | 2010-05-12 | ||
| CN201010169674 | 2010-05-12 | ||
| CN2011100990648A CN102259387A (en) | 2010-05-12 | 2011-04-20 | Ribbed precasting template for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102259387A true CN102259387A (en) | 2011-11-30 |
Family
ID=45006315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011100990648A Pending CN102259387A (en) | 2010-05-12 | 2011-04-20 | Ribbed precasting template for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102259387A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004060623A2 (en) * | 2002-12-31 | 2004-07-22 | Architectural Concrete Creations | Re-usable non-metallic construction forming system |
| CN101172371A (en) * | 2004-02-27 | 2008-05-07 | 邱则有 | A formwork component shaping mould |
| CN101229657A (en) * | 2004-02-27 | 2008-07-30 | 邱则有 | Shuttering component molding mould |
| CN101327614A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN101525940A (en) * | 2009-04-07 | 2009-09-09 | 湖北全洲扬子江建设工程有限公司 | Device for easily demoulding concrete form and a demoulding method |
-
2011
- 2011-04-20 CN CN2011100990648A patent/CN102259387A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2004060623A2 (en) * | 2002-12-31 | 2004-07-22 | Architectural Concrete Creations | Re-usable non-metallic construction forming system |
| CN101172371A (en) * | 2004-02-27 | 2008-05-07 | 邱则有 | A formwork component shaping mould |
| CN101229657A (en) * | 2004-02-27 | 2008-07-30 | 邱则有 | Shuttering component molding mould |
| CN101327614A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN101525940A (en) * | 2009-04-07 | 2009-09-09 | 湖北全洲扬子江建设工程有限公司 | Device for easily demoulding concrete form and a demoulding method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102287047A (en) | Template for building | |
| CN203795307U (en) | Ribbed FRP (fiber reinforce plastic) component | |
| CN101961885B (en) | Ribbed precast component template for buildings | |
| CN102061806A (en) | Building template | |
| CN101961884A (en) | Ribbed precast component template for buildings | |
| CN102259387A (en) | Ribbed precasting template for buildings | |
| CN202338112U (en) | Two-way seat for connecting two horizontal connecting rods | |
| CN102605944A (en) | Building formwork | |
| CN102126250A (en) | Ribbed prefabricated member template for building | |
| CN202826017U (en) | Factory prefabricated side mold of ribbed plate steel shaped like a wild goose | |
| CN213654236U (en) | Mortise-tenon type reserved pipe groove die | |
| CN102116081A (en) | Template for building | |
| CN102116080B (en) | Beam and slab integrally casted building template | |
| CN205976113U (en) | Prefabricated double -deck shear wall structure on an empty stomach | |
| JP5050221B2 (en) | Floor slab | |
| CN102268921A (en) | Beam template for construction | |
| CN204059941U (en) | A kind of arrangement of reinforcement formula permanent formwork and concrete structure member | |
| JP4746143B1 (en) | Spacer block for reinforced concrete placement | |
| CN203188120U (en) | Main girder structure of truss type bridge girder erection machine and trussed type bridge girder erection machine | |
| CN102409843B (en) | Formwork for integral pouring construction of beam column | |
| CN203821826U (en) | Aluminum alloy building formwork | |
| CN201144518Y (en) | Door-shaped assembly type wall big formwork | |
| CN216329008U (en) | Combined type reusable precast column mould | |
| CN212896838U (en) | Connecting joint of underground main body structure and embedded lattice column | |
| CN112196099A (en) | Combined connection module of prefabricated building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20111130 |