CN201217941Y - Plate-type building component for pouring wall - Google Patents
Plate-type building component for pouring wall Download PDFInfo
- Publication number
- CN201217941Y CN201217941Y CNU2008200775594U CN200820077559U CN201217941Y CN 201217941 Y CN201217941 Y CN 201217941Y CN U2008200775594 U CNU2008200775594 U CN U2008200775594U CN 200820077559 U CN200820077559 U CN 200820077559U CN 201217941 Y CN201217941 Y CN 201217941Y
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- glass fiber
- fiber reinforced
- reinforced cement
- board
- cement
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Abstract
The utility model relates to a plate type building unit used for a casting wall, which comprises glass fiber reinforced cement boards. A glass fiber reinforced cement strip board distributed with connecting holes on the surface or a row of glass fiber reinforced cement blocks with connecting holes are vertically arranged at the upper part on the side face of each glass fiber reinforced cement board and protrude from the surface of the glass fiber reinforced cement board; another glass fiber reinforced cement strip board or another row of glass fiber reinforced cement blocks can be arranged at the lower edge of the glass fiber reinforced cement board, and the lower edge of the glass fiber reinforced cement board or the glass fiber reinforced cement blocks protrudes downwards from the lower edge of the glass fiber reinforced cement board; two glass fiber reinforced cement boards of glass fibers can be connected by a U-shaped steel clamp, and a rapid-curing light wall material is cast between the two glass fiber reinforced cement boards so that the plate type building units used for the casting wall become the exterior part of the wall. The utility model has convenient construction and low labor intensity.
Description
Technical field
The utility model relates to a kind of cast wall slab-type building member.
Background technology
Cause land resources to run off now in order to prevent to use brick wall in a large number, the metropolis has been prohibited the use clay solid brick outside the whole nation more than 100.Therefore when building, generally replace brick wall with cement wall, need steel form during the casting cement wall or wooden form be forming panel, after theing cement solidifies into cement wall, steel form or wooden form are disassembled, repeat usage is very low, wooden form generally promptly can not use with three to five times, though the swage plate can be repeatedly used, installation and removal labour intensity is big, the air spots of body of wall is very coarse, must smear the cement mortar of 15 millimeters-20 millimeters thick on the surface of body of wall again.Therefore, novel cast wall slab-type building member in building field, occurs simultaneously, particularly clipped the glass fiber reinforcement cement board of glass fiber.It as the cast wall with the slab-type building member have in light weight, intensity is high, fire-proof sound insulation is effective.After cast-in-place cementing is frozen into cement wall, again glass fiber reinforcement cement board is sticked on the surface of cement wall.Construction wall need the installation and removal template, and sticking glass fiber reinforced cement board after the body of wall moulding is built labour intensity height in the wall process, inefficiency.
Summary of the invention
In order to overcome the above-mentioned deficiency of existing cast wall with the building plate-type component, the utility model provides the cast wall that a kind of labour intensity easy for installation is low, surface of wall is smooth slab-type building member.
Design of the present utility model is as cast wall slab-type building member by two glass fiber reinforcement cement boards separated by a distance, between two relative cast walls are with the slab-type building member, be linked together with connector, assembly is to becoming cast-in-place cement mold, material through cast-in-site rapid hardening lightweight body of wall, cast wall in cast back becomes the outer matrix section of body of wall, directly decoratable metope with the slab-type building member.
This cast wall mainly is a glass fiber reinforcement cement board with the building plate-type component, side at glass fiber reinforcement cement board, the rarest glass fiber reinforced cement stripe board near the connection holes that distributing that protrudes the glass fiber reinforcement cement board surface longitudinally of the upper edge of glass fiber reinforcement cement board, or one row have the glass fiber reinforced cement piece of connection holes, in order to lay reinforcing bar and located lateral, glass fiber reinforced cement stripe board or glass fiber reinforced cement piece are not less than 8 millimeters apart from the distance of the upper edge of glass fiber reinforcement cement board, general 8 millimeters to 60 millimeters preferable.
Above-mentioned cast wall slab-type building member, it is characterized in that: in the one side with glass fiber reinforced cement stripe board or glass fiber reinforced cement piece of glass fiber reinforcement cement board, the lower edge that is positioned at glass fiber reinforcement cement board also is being provided with another glass fiber reinforced cement stripe board or row's glass fiber reinforced cement piece, the lower edge that the lower edge of this glass fiber reinforced cement stripe board or glass fiber reinforced cement piece protrude glass fiber reinforcement cement board downwards.
Above-mentioned glass fiber reinforced cement stripe board or glass fiber reinforced cement piece can form when the glass fiber reinforcement cement board moulding, also can be to be bonded in glass fiber reinforcement cement board after the glass fiber reinforcement cement board moulding.
Above-mentioned cast wall is that configuration U shaped steel card is used in combination with the slab-type building member, two glass fiber reinforcement cement boards are linked together with minimum two U shaped steel cards, form the glass fiber reinforcement cement board assembly that is parallel to each other, U shaped steel card is that two ends bend sidewise steel wire, distance between two bent rods is not less than 6 centimetres, and two bent rods of U shaped steel card insert two corresponding connection holes of two glass fiber reinforcement cement boards respectively.
Also available cement pressure flat of the said glass fiber reinforcement cement board of present specification or silica magnesia cement plate replace.
This cast wall is the glass fiber reinforcement cement board of band connection holes with the slab-type building member, configuration is connected into two one group of relative and be parallel to each other cast-in-place cement formworks easily with the vertical connector of glass fiber reinforcement cement board, cast rapid hardening light wall material between two parallel glass fiber reinforcement cement boards, with the part formation light cement interior wall of these materials as body of wall, also glass fiber reinforcement cement board can be arranged on the both sides of reinforced frame, the cast fast hardening concrete constitutes the cement load bearing wall with fast hardening concrete.The cast wall becomes the outer matrix section of body of wall, the surfacing of body of wall, the layer of need not cementing again, directly decoratable metope with the slab-type building member.Can cut out according to the construction needs and cut the length of cast wall with the slab-type building structure, easy construction, labour intensity is low.
Description of drawings
Fig. 1 is the front view of this cast wall with slab-type building member embodiment one.
Fig. 2 is and the corresponding vertical view of Fig. 1.
Fig. 3 is and the corresponding left view of Fig. 1 that the figure middle and upper part is along the axis partly cut-away of connection holes.
Fig. 4 is the front view of the U shaped steel card that cooperates with the slab-type building member with this cast wall.
Fig. 5 is the front view of this cast wall with slab-type building member embodiment two.
Fig. 6 is and the corresponding vertical view of Fig. 5.
Fig. 7 is and the corresponding left view of Fig. 5 that the figure middle and upper part is along the axis partly cut-away of connection holes.
Fig. 8 is the front view of this cast wall with slab-type building member embodiment three.
Fig. 9 is and the corresponding vertical view of Fig. 8.
Figure 10 is and the corresponding left view of Fig. 8.
This cast wall of Figure 11 is installed reference diagram with the use of slab-type building member, and Fig. 1 dwindles relatively.
Figure 12 is the sectional view along A-A line among Figure 11, and Fig. 1 dwindles relatively.
Figure 13 is the front view of this cast wall with slab-type building member embodiment five.
Figure 14 is and the corresponding vertical view of Figure 13.
Figure 15 is the sectional view along B-B line among Figure 13.
Among the above-mentioned figure:
1, glass fiber reinforcement cement board 2, glass fiber reinforced cement stripe board 3, connection holes 4, U shaped steel card 5, glass fiber reinforcement cement board 6, glass fiber reinforced cement stripe board 7, glass fiber reinforced cement stripe board 8, connection holes 9, glass fiber reinforcement cement board 10, glass fiber reinforced cement stripe board 11, connection holes 12, composite pouring wall slab-type building member 13, glass fiber reinforcement cement board 14, concrete floor 15, composite pouring wall slab-type building member 16, composite pouring wall slab-type building member 17, glass fiber reinforcement cement board 18, glass fiber reinforced cement piece 19, glass fiber reinforced cement piece 20, connection holes
The specific embodiment
Describe the specific embodiment of the present utility model in detail below in conjunction with embodiment and accompanying drawing thereof, but the specific embodiment of the present utility model is not limited to following embodiment.
Embodiment one
The cast wall that Fig. 1, Fig. 2 and Fig. 3 describe is the glass fiber reinforcement cement board 1 that clips glass fiber with the building plate-type component, front at glass fiber reinforcement cement board 1, glass fiber reinforced cement stripe board 2 of protruding glass fiber reinforcement cement board surface 1 longitudinally near glass fiber reinforcement cement board 1 upper edge is arranged, glass fiber reinforced cement stripe board 2 is 20 millimeters apart from the distance of the upper edge of glass fiber reinforcement cement board 1, at surperficial parallel ten eight connection holes 3 of glass fiber reinforced cement stripe board 2 distributions with glass fiber reinforcement cement board 1.120 centimetres of glass fiber reinforcement cement board 1 length of present embodiment, wide 40 centimetres.Connection holes 3 is vertical through hole.
Embodiment two
Present embodiment is seen Fig. 5, Fig. 6 and Fig. 7, it is in the one side with glass fiber reinforced cement stripe board 2 of cast wall with the glass fiber reinforcement cement board 1 of the embodiment one of slab-type building member, be positioned at the lower edge of glass fiber reinforcement cement board 1, glass fiber reinforced cement stripe board 7 is being set, in order to locate up and down when installing and using, the lower edge of glass fiber reinforced cement stripe board 7 is protruded the lower edge of glass fiber reinforcement cement board 1 downwards.Other structure is identical with embodiment one.
Embodiment three
Present embodiment sees that the cast wall cooperates U shaped steel card 4 to be linked together one group of composition with two glass fiber reinforcement cement boards of slab-type building member embodiment two, be that glass fiber reinforcement cement board 5 is linked together with four U shaped steel of glass fiber reinforcement cement board 9 usefulness card 4, see Fig. 8, Fig. 9 and Figure 10.U shaped steel card 4 is that two ends bend sidewise steel wire, distance between two bent rods is 8 centimetres, see Fig. 4, a bent rod of U shaped steel card 4 inserts the connection holes 8 of glass fiber reinforcement cement board 5, and another phase bent rod inserts in the connection holes of glass fiber reinforcement cement board 9.
Embodiment four
Present embodiment sees that the cast wall cooperates U shaped steel card 4 to be linked together with two of slab-type building member embodiment one parallel glass fiber reinforcement cement boards and forms one group, be that glass fiber reinforcement cement board 1 is linked together with four U shaped steel of glass fiber reinforcement cement board 13 usefulness card 4, it is in the connection holes of glass fiber reinforcement cement board 1 and glass fiber reinforcement cement board 13 that two bent rods of four U shaped steel cards 4 insert.Referring to Figure 11 and Figure 12.The difference of present embodiment and embodiment three is the glass fiber reinforced cement stripe board 2 that does not have to protrude glass fiber reinforcement cement board 1 lower edge in the glass fiber reinforcement cement board 1 and the lower edge of glass fiber reinforcement cement board 13 downwards.
Embodiment five
The structure of present embodiment is seen Figure 13, Figure 14 and Figure 15, and the difference of present embodiment and embodiment one is to replace the glass fiber reinforced cement stripe board with the glass fiber reinforced cement piece.Nine glass fiber reinforced cement pieces 18 are arranged on the top of glass fiber reinforcement cement board 17, every glass fiber reinforced cement piece 18 has a connection holes 20, there are 19, five glass fiber reinforced cement pieces of five glass fiber reinforced cement pieces 19 to protrude the lower edge of glass fiber reinforcement cement board 17 downwards in the bottom of glass fiber reinforcement cement board 17.Glass fiber reinforced cement piece 18 is 40 millimeters apart from the distance of glass fiber reinforcement cement board 17 upper edges.
This cast wall is installed referring to Figure 11 and Figure 12 with the use of slab-type building member.The composite pouring wall of embodiment four is installed on the concrete floor 14 with slab-type building member 16, can the keeper of horizontal batten and so on be set on concrete floor 14 during installation or digs locating slot.At the composite pouring wall composite pouring wall slab-type building member 15 that embodiment three is installed on the slab-type building member 16, the composite pouring wall is stuck between the glass fiber reinforcement cement board 1 and glass fiber reinforcement cement board 13 of composite pouring wall with slab-type building member 16 with the glass fiber reinforced cement stripe board 7 and the glass fiber reinforced cement stripe board 10 of slab-type building member 15 bottoms.For the ease of longitudinal register, the composite pouring wall with slab-type building member 16 with the composite pouring wall with slab-type building member 15 vertical interlaced opening.The cast wall is sawn into two halves with slab-type building member 1 from the centre, forms the composite pouring wall with slab-type building member 12, the composite pouring wall is 1/2nd of a composite pouring wall usefulness slab-type building member 16 with the length of slab-type building member 12.Install following composite pouring wall with the slab-type building member and after pouring into a mould the rapid hardening light wall material, the composite pouring wall slab-type building member above installing again.
The slab-type building member of above-mentioned five embodiment is any in glass fiber reinforcement cement board, cement pressure flat and the silica magnesia cement plate.
Claims (5)
1, a kind of cast wall slab-type building member, it comprises glass fiber reinforcement cement board, side at glass fiber reinforcement cement board, the rarest glass fiber reinforced cement stripe board near the connection holes that distributing that protrudes the glass fiber reinforcement cement board surface longitudinally of the upper edge of glass fiber reinforcement cement board, or a row has the glass fiber reinforced cement piece of connection holes.
2, cast wall slab-type building member according to claim 1, it is characterized in that: in the one side with glass fiber reinforced cement stripe board or glass fiber reinforced cement piece of glass fiber reinforcement cement board, the lower edge that is positioned at glass fiber reinforcement cement board also is being provided with another glass fiber reinforced cement stripe board or row's glass fiber reinforced cement piece, the lower edge that the lower edge of this glass fiber reinforced cement stripe board or glass fiber reinforced cement piece protrude glass fiber reinforcement cement board downwards.
3, cast wall slab-type building member according to claim 1 and 2, it is characterized in that: two glass fiber reinforcement cement boards are linked together with minimum two U shaped steel cards, form the glass fiber reinforcement cement board assembly that is parallel to each other, U shaped steel card is that two ends bend sidewise steel wire, distance between two bent rods is not less than 6 centimetres, and two bent rods of U shaped steel card insert two corresponding connection holes of two glass fiber reinforcement cement boards respectively.
4, cast wall slab-type building member according to claim 1 and 2 is characterized in that: the glass fiber reinforced cement stripe board of distribution connection holes or glass fiber reinforced cement piece are not less than 8 millimeters apart from the distance of the upper edge of glass fiber reinforcement cement board.
5, cast wall slab-type building member according to claim 3 is characterized in that: it is characterized in that: the glass fiber reinforced cement stripe board of distribution connection holes or glass fiber reinforced cement piece are not less than 8 millimeters apart from the distance of the upper edge of glass fiber reinforcement cement board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200775594U CN201217941Y (en) | 2008-06-14 | 2008-06-14 | Plate-type building component for pouring wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200775594U CN201217941Y (en) | 2008-06-14 | 2008-06-14 | Plate-type building component for pouring wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201217941Y true CN201217941Y (en) | 2009-04-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200775594U Expired - Fee Related CN201217941Y (en) | 2008-06-14 | 2008-06-14 | Plate-type building component for pouring wall |
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| Country | Link |
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| CN (1) | CN201217941Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013532A (en) * | 2016-07-15 | 2016-10-12 | 福建建宝建材有限公司 | Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof |
| CN106013794A (en) * | 2016-07-14 | 2016-10-12 | 刘深思 | Assembling-type concrete combined mold |
| CN112502273A (en) * | 2020-12-09 | 2021-03-16 | 郑州固德模板新材料科技有限公司 | Long-life fabricated building and construction method |
-
2008
- 2008-06-14 CN CNU2008200775594U patent/CN201217941Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013794A (en) * | 2016-07-14 | 2016-10-12 | 刘深思 | Assembling-type concrete combined mold |
| CN106013532A (en) * | 2016-07-15 | 2016-10-12 | 福建建宝建材有限公司 | Demolding-free cast-in-situ foam concrete frame wall and manufacturing method thereof |
| CN112502273A (en) * | 2020-12-09 | 2021-03-16 | 郑州固德模板新材料科技有限公司 | Long-life fabricated building and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090408 Termination date: 20120614 |