CN102126250A - Ribbed prefabricated member template for building - Google Patents
Ribbed prefabricated member template for building Download PDFInfo
- Publication number
- CN102126250A CN102126250A CN 201010169668 CN201010169668A CN102126250A CN 102126250 A CN102126250 A CN 102126250A CN 201010169668 CN201010169668 CN 201010169668 CN 201010169668 A CN201010169668 A CN 201010169668A CN 102126250 A CN102126250 A CN 102126250A
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- module
- ribbing
- base plate
- precast
- side form
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Abstract
The invention discloses a ribbed prefabricated member template for a building. The ribbed prefabricated member template for the building is spliced by using one or more modules (1), wherein the modules (1) comprise a bottom plate bottom module (4), a bottom plate side module (5) and a longitudinal rib side module (6). The bottom plate bottom module (4), the side plate side module (5) or the longitudinal rib side module (6) of the modules (1) is provided with a stripping bolt hole (7) or a connecting bolt hole (8), and the longitudinal rib side module (6) is provided with a through hole (9). When the ribbed prefabricated member template is spliced, the modules (1) are butted and placed, the plurality of modules (1) are connected by using fasteners such as bolts (3) or inserted pins or screw threads through connectors (10), and end plugging blocks (2) are connected with the modules (1) to form the integrated ribbed prefabricated member template. The ribbed prefabricated member template for the building has high rigidity, high bearing capacity, long service life and simple construction process; and the modules (1) can be mechanically produced, so the control of construction quality is convenient.
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.
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, and module comprises base plate bed die, base plate side form and vertical rib side form.The invention is characterized in: the base plate bed die of module and horizontal plane have an angle α, and base plate side form and vertical rib side form and vertical guide have an angle α, α 〉=5 °.Because the existence of angle α, 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.Building block is during with precast-concrete form with ribbing, the module butt joint is put, connect a plurality of modules with securing members such as bolt or latch or screw threads 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.
Feature of the present invention also is on base plate bed die, base plate side form or the vertical rib side form of module form removal bolt hole is arranged.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 base plate bed die, base plate side form or the vertical rib side form of module; the base plate bed die of the end of form removal bolt and module, base plate side form or vertical rib side form inwall are 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.
Feature of the present invention also is on base plate side form, base plate side form or the vertical rib side form of module the connecting bolt hole is arranged.When assembly unit precast-concrete form with ribbing; two adjacent modules can connect two adjacent modules by connector; securing members such as bolt or latch or screw thread are passed the connecting bolt hole on base plate bed die, base plate side form or the vertical rib side form of connector and module; connect two adjacent modules, this connected mode connects simple fast.
The hole that connects about feature of the present invention also is to have on the vertical rib side form of module.When assembly unit integral body precast-concrete form with ribbing, the perforation hole interpolation on vertical rib side form is gone into filling block, and during casting concrete, concrete can not flow out from hole, can form the hole on the prefabricated components rib easily.
Feature of the present invention is that also the form of the hole on the vertical rib side form 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.
Feature of the present invention is that also the vertical rib side form of module 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.
Feature of the present invention is that also module connects with connector, and connector has forms such as bayonet socket, lath.When assembly unit precast-concrete form with ribbing, two modules can connect two adjacent modules by connector, bolt or latch or screw thread are passed connector be connected two adjacent modules with the connecting bolt hole.The form of connector can be selected as required flexibly, and this connected mode is simple fast.
Feature of the present invention is that also module, connector adopt hard material to be made.Module, the connector made by hard materials such as steel, aluminium alloys, when being assembled into whole precast-concrete form with ribbing, rigidity is big, bearing capacity height, recycling rate of waterused height.
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, 6 are vertical rib side form, and 7 are form removal bolt hole, and 8 is the connecting bolt hole, base plate bed die 4 has an angle α with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle α with vertical guide, α 〉=5 °.
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.
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.
Fig. 7 is two rib module 1 another embodiment.
Fig. 8 is the structural representation of connector 10, and 12 is the bolt hole on the connector 10.
Fig. 9 is connector 10 another embodiment, and 13 is the bayonet socket on the connector 10.
Figure 10 is a precast-concrete form structural representation with ribbing for building.
Figure 11 is single rib precast-concrete form structural representation for building.11 is filling block.
Figure 12 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, module 1 comprises base plate bed die 4, base plate side form 5 and vertical rib side form 6.The invention is characterized in: the base plate bed die of module 14 has an angle α with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle α with vertical guide, α 〉=5 °.Because the existence of angle α, 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.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, 6 are vertical rib side form, and 7 are form removal bolt hole, and 8 is the connecting bolt hole, the base plate bed die 4 of module 1 has an angle α with horizontal plane, and base plate side form 5 and vertical rib side form 6 have an angle α with vertical guide, α 〉=5 °.In other accompanying drawings, to number identically, its explanation is identical.
Feature of the present invention also is on base plate bed die 4, base plate side form 5 or the vertical rib side form 6 of module form removal bolt hole 7 is arranged.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 base plate bed die 4, base plate side form 5 or the vertical rib side form 6 of module 1, the base plate bed die 4 of the end of form removal bolt 3 and module 1, base plate side form 5 or vertical rib side form 6 inwalls are 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.
Feature of the present invention also is on base plate side form 4, base plate side form 5 or the vertical rib side form 6 of module 1 connecting bolt hole 8 is arranged.When assembly unit precast-concrete form with ribbing, two adjacent modules 1 can connect two adjacent modules 1 by connector 10, 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 feature of the present invention also is to have on the vertical rib side form 6 of module 1.When assembly unit integral body precast-concrete form with ribbing, insert filling blocks 11 in the hole 9 of the perforation on the vertical rib side form 6, during casting concrete, concrete can not flow out from hole 9; When building prefabricated components with ribbing, the hole on the vertical rib of prefabricated components can form easily.
Feature of the present invention is that also the form of the hole 9 on the vertical rib side form 6 has rectangle, arc, half elliptic etc.Hole 9 forms on the vertical rib side form 6 can be selected flexibly according to actual user demand, are convenient to produce and actual the use.
Fig. 2, Fig. 3, shown in Figure 4,6 are vertical rib side form, and 7 are form removal bolt hole, and 8 is the connecting bolt hole, and 9 are the hole on the vertical rib side form 6.
Feature of the present invention is that also 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, shown in Figure 7 have two vertical rib side forms 6 on the module 1.
Feature of the present invention is that also module 1 usefulness connector 10 connects, and 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.
Shown in Figure 8,12 is the bolt hole on the connector 10.
Shown in Figure 9,13 is the bayonet socket on the connector 10.
Feature of the present invention is that also module 1, connector 10 adopt hard material to be made.Module 1, the connector 10 made by hard materials such as steel, aluminium alloys, when being assembled into whole precast-concrete form with ribbing, rigidity is big, bearing capacity height, recycling rate of waterused height.
Figure 10 is a precast-concrete form structural representation with ribbing for building.
Figure 11 is single rib precast-concrete form structural representation for building.11 is filling block.
Figure 12 is a for building pair of rib precast-concrete form structural representation.
Claims (8)
1. this precast-concrete form with ribbing for building is assembled by the module more than one or (1), and module (1) comprises base plate bed die (4), base plate side form (5) and vertical rib side form (6).The invention is characterized in: the base plate bed die (4) of module (1) and horizontal plane have an angle α, and base plate side form (5) and vertical rib side form (6) and vertical guide have an angle α, α 〉=5 °.
2. precast-concrete form with ribbing for building according to claim 1 is characterized in that: on the base plate bed die (4) of module (1), base plate side form (5) or the vertical rib side form (6) form removal bolt hole (7) is arranged.
3. precast-concrete form with ribbing for building according to claim 1 is characterized in that: on the base plate bed die (4) of module (1), base plate side form (5) or the vertical rib side form (6) connecting bolt hole (8) is arranged.
4. precast-concrete form with ribbing for building according to claim 1 is characterized in that: the hole (9) that connects about having on the vertical rib side form (6) of module (1).
5. according to claim 1,4 described precast-concrete forms with ribbing for building, it is characterized in that: the form of the hole (9) on the vertical rib side form (6) has rectangle, arc, half elliptic etc.
6. precast-concrete form with ribbing for building according to claim 1 is characterized in that: the vertical rib side form (6) of module (1) is single rib or many ribs.
7. precast-concrete form with ribbing for building according to claim 1 is characterized in that: connect with connector (10) between the module (1), connector (10) has forms such as bayonet socket, lath.
8. precast-concrete form with ribbing for building according to claim 1 is characterized in that: module (1), connector (10) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010169668 CN102126250A (en) | 2010-05-12 | 2010-05-12 | Ribbed prefabricated member template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010169668 CN102126250A (en) | 2010-05-12 | 2010-05-12 | Ribbed prefabricated member template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102126250A true CN102126250A (en) | 2011-07-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010169668 Pending CN102126250A (en) | 2010-05-12 | 2010-05-12 | Ribbed prefabricated member template for building |
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| CN (1) | CN102126250A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102303364A (en) * | 2011-09-20 | 2012-01-04 | 山东万斯达建筑科技有限公司 | Reinforcing rib making die for ribbed superposed concrete prefabricated member |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1651677A (en) * | 2005-02-05 | 2005-08-10 | 吴方伯 | Ribbed reinforced concrete prefabricated structural board |
| CN101327613A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN101327620A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing reverse T shaped plate |
| CN101327614A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
-
2010
- 2010-05-12 CN CN 201010169668 patent/CN102126250A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1651677A (en) * | 2005-02-05 | 2005-08-10 | 吴方伯 | Ribbed reinforced concrete prefabricated structural board |
| CN101327613A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN101327620A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing reverse T shaped plate |
| CN101327614A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102303364A (en) * | 2011-09-20 | 2012-01-04 | 山东万斯达建筑科技有限公司 | Reinforcing rib making die for ribbed superposed concrete prefabricated member |
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Application publication date: 20110720 |