CN201486017U - Improved building material substrate - Google Patents
Improved building material substrate Download PDFInfo
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- CN201486017U CN201486017U CN2009201402622U CN200920140262U CN201486017U CN 201486017 U CN201486017 U CN 201486017U CN 2009201402622 U CN2009201402622 U CN 2009201402622U CN 200920140262 U CN200920140262 U CN 200920140262U CN 201486017 U CN201486017 U CN 201486017U
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- prestressed reinforcement
- reinforcing rib
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Abstract
The utility model belongs to an improvement on a concrete building material substrate, in particular to an improved building material substrate, which is characterized in that: a cubical concrete block is provided with at least one layer of reinforcing rib set or at least two layers of reinforcing rib sets inside, or at least one layer of the cubical concrete block is provided with cross reinforce rib sets which consist of a longitudinal reinforcing rib set and a transverse reinforcing rib set which are mutually contacted and vertically intersected; the longitudinal reinforcing rib set is vertical to the edge of the cubical concrete block, while the transverse reinforcing rib set is parallel to the surface of the cubical concrete blocks; and the planes where the cross reinforcing rib sets among the layers are respectively positioned are in parallel. The improved building material substrate has excellent structure performance, can be applied to a building roof, a bridge plate, a beam and the like, avoids troubles of second transportation and installation, facilitates the control of the building cost and construction quality, and is easy to construct.
Description
Technical field
The utility model relates to building material product, belongs to the improvement of concrete-containing building material basal body structure, particularly improved building materials matrix.
Background technology
All buildings mostly adopt the construction technology of pin-connected panel pre-stressed concrete hollow superstructure, bridge plate, fine strain of millet and the solid integral cover of non-prestressed concrete, bridge plate, fine strain of millet and cast-in-place post tensioning structure at present, the finished product superstructure that obtains after the finished product superstructure that obtains after the construction, bridge plate, beam and complete cast-in-place pretensioning prestressed concrete hollow (solid) integral cover, bridge plate, the girder construction process construction, plate, fine strain of millet are relatively, pin-connected panel pre-stressed concrete hollow superstructure, bridge plate, beam, overall structure is poor, antidetonation not, and need the secondary transportation and install.
The utility model content
The purpose of this utility model is to provide a kind of improved building materials matrix, its overall structure performance is good, can be applicable to building body regions such as superstructure, bridge plate, beam, and the trouble of having saved the secondary transportation and having installed, be easy to control building costs and construction quality, construction is simple.
The purpose of this utility model is achieved in that a kind of improved building materials matrix, in the cube concret block, be equipped with one deck prestressed reinforcement group at least, the layer with layer between the prestressed reinforcement group that adds be space parallel state and parallel and vertical in the plane at place respectively with another seamed edge of this face along seamed edge of this cube concret block, perhaps in the cube concret block, be equipped with two-layer reinforcing rib group at least, it is being provided with that one deck is parallel to seamed edge of this cube concret block at the middle and upper levels and perpendicular to the longitudinal prestressing reinforcing bar group of this another seamed edge of face, one deck transverse prestressed reinforcing steel bar group is being set in the lower floor, the prestressed reinforcement of longitudinal prestressing reinforcing bar group and the prestressed reinforcement of transverse prestressed reinforcing steel bar group are the staggered state of spatial vertical, the prestressed reinforcement of every layer of reinforcing rib group is parallel to each other and all is positioned at same plane, perhaps be equipped with in the one deck at least in the cube concret block by being in contact with one another that longitudinal prestressing reinforcing bar group and transverse prestressed reinforcing steel bar group constitute, the cross reinforcing rib group of vertical interlaced, longitudinal prestressing reinforcing bar group is vertical respectively with the transverse prestressed reinforcing steel bar group, the rib and the face that are parallel to corresponding cube concret block, layer with layer between cross prestressed reinforcement group be the space state that is parallel to each other in the plane at place respectively.
The utility model adopts length and width and the long collimation method of pretensioned prestressing construction technology according to on-the-spot whole building superstructure, bridge plate, beam, its method is: organize the cage of reinforcement that the structure in-line is parallel or cross is staggered earlier, apply the whole skeleton of prestressing force tensioning, place it in casting cement in the mould again, treat that cement solidifies the demoulding of setting back fully, that cuts off that the termination of stretching out-can make N group muscle is that the single or multiple lift of right-angled intersection formula in length and breadth distributes is the building materials matrix that the in-line single or multiple lift distributes such as building materials matrix such as superstructure, beam or plate or N group muscle.Can learn by above-mentioned technical pattern scheme of the present utility model, the utility model overall structure performance is good, can be applicable to building body regions such as superstructure, bridge plate, beam, and the trouble of having saved the secondary transportation and having installed, be easy to control building costs and construction quality, construction is simple.
Description of drawings
The utility model is described in further detail below in conjunction with accompanying drawing.
Fig. 1 is the volume rendering structural representation of the utility model embodiment 1;
Fig. 2 is the volume rendering structural representation of the utility model embodiment 2;
Fig. 3 is the volume rendering structural representation of the utility model embodiment 3;
Fig. 4 is the volume rendering structural representation of the utility model embodiment 4;
Fig. 5 is the volume rendering structural representation of the utility model embodiment 5.
The specific embodiment
A kind of improved building materials matrix, as shown in Figures 1 to 4, comprise cube concret block 1, in cube concret block 1, be equipped with one deck prestressed reinforcement group 2 at least, the layer with layer between the prestressed reinforcement group 2 that adds be space parallel state and parallel and vertical in the plane at place respectively with another seamed edge of this face along seamed edge of this cube concret block, perhaps in cube concret block 1, be equipped with two-layer reinforcing rib group at least, it is being provided with that one deck is parallel to 1 one seamed edges of this cube concret block at the middle and upper levels and perpendicular to the longitudinal prestressing reinforcing bar group 5 of this another seamed edge of face, one deck transverse prestressed reinforcing steel bar group 6 is being set in the lower floor, the prestressed reinforcement of longitudinal prestressing reinforcing bar group 5 and the prestressed reinforcement of transverse prestressed reinforcing steel bar group 6 are the staggered state of spatial vertical, the prestressed reinforcement of every layer of reinforcing rib group is parallel to each other and all is positioned at same plane, perhaps be equipped with in the one deck at least in cube concret block 1 by being in contact with one another that longitudinal prestressing reinforcing bar group 8 and transverse prestressed reinforcing steel bar group 9 constitute, the cross reinforcing rib group of vertical interlaced, longitudinal prestressing reinforcing bar group 8 is vertical respectively with transverse prestressed reinforcing steel bar group 9, the rib and the face that are parallel to corresponding cube concret block, layer with layer between cross prestressed reinforcement group be the space state that is parallel to each other in the plane at place respectively.
Embodiment 1 as shown in Figure 1, in cube concret block 1, be provided with, the prestressed reinforcement group 2 of two-layer down each three groups of linear trend, prestressed reinforcement group 2 trends on upper strata are vertical mutually with the trend of the prestressed reinforcement group 2 of lower floor, on, be equipped with core hole 3 or the embodiment as shown in Figure 22 that connects 1 liang of opposite end face of cube concret block between the two-layer prestressed reinforcement group 2 down, in cube concret block 1, be provided with, the prestressed reinforcement group 2 of two-layer down each three groups of linear trend, the trend of the trend of the prestressed reinforcement group 2 on upper strata and the prestressed reinforcement group 2 of lower floor is parallel to each other, between the prestressed reinforcement group 2 of the prestressed reinforcement group 2 on upper strata and lower floor, be equipped with the core hole 3 that connects 1 liang of opposite end face of cube concret block, core hole 3 can be adopted such as the hollowcore slab pipe crimping of loosing core (only at the beam of hollow building materials matrix or plate etc.) is set in concrete placement, and the hollowcore slab pipe crimping of loosing core is the steel pipe crimping, plastic core pipe or Inflated rubber tape formula core pipe.
Embodiment 3 as shown in Figure 3, be divided into four layers in the same cube concret block 1, in every layer, divide equally cloth the prestressed reinforcement group is being set, the trend of the prestressed reinforcement group 2 between the adjacent two layers is vertical mutually, and it is vertical mutually with the trend of the below second layer transverse prestressed reinforcing steel bar group 6 that is adjacent promptly to be positioned at top first floor longitudinal prestressing reinforcing bar group 5.
Embodiment 4 as shown in Figure 4, be divided into three layers in the same cube concret block 1, be upper strata prestressed reinforcement group 2 and lower floor's prestressed reinforcement group 2, the trend of the trend of upper strata prestressed reinforcement group 2 and lower floor's prestressed reinforcement group 2 is parallel to each other, middle level prestressed reinforcement groups 7 are being set in the middle of the trend that is positioned at upper strata prestressed reinforcement group 2 and lower floor's prestressed reinforcement group 2, and the trend of this middle level prestressed reinforcement group 7 and the trend that is positioned at upper strata prestressed reinforcement group 2 are vertical mutually with the trend of lower floor prestressed reinforcement group 2.
Embodiment 5 as shown in Figure 5, the cross prestressed reinforcement group of one deck by being in contact with one another of constituting of longitudinal prestressing reinforcing bar group 8 and transverse prestressed reinforcing steel bar group 9, vertical interlaced is being set in cube concret block 1, and the top of this layer cross prestressed reinforcement group is being provided with by the loose core core hole 3 (for bigger concret block) of 1 liang of opposite end face of connection cube concret block that pipe crimping forms of hollowcore slab.
Reinforcing rib can be existing hand-drawn wire, reinforcing bar, steel strand or helix rib steel wire.
Above embodiment just enumerates the limited of technical pattern of the utility model content, and non exhaustive.But when the utility model can be according to the technical scope of above-mentioned specific embodiment and concrete construction after the reasonable computation, its technical scheme is extended, such as, cube concret block 1 of the present utility model can be divided into more than five layers or five layers, technical pattern content with above-mentioned specific embodiment gives combination again, all belongs to technical pattern scope of the present utility model.
Claims (6)
1. improved building materials matrix, comprise cube concret block (1), it is characterized in that: in cube concret block (1), be equipped with one deck prestressed reinforcement group (2) at least, the layer with layer between the prestressed reinforcement group (2) that adds be space parallel state and parallel and vertical in the plane at place respectively with another seamed edge of this face along seamed edge of this cube concret block, perhaps in cube concret block (1), be equipped with two-layer reinforcing rib group at least, it is being provided with that one deck is parallel to (1) seamed edge of this cube concret block at the middle and upper levels and perpendicular to the longitudinal prestressing reinforcing bar group (5) of this another seamed edge of face, one deck transverse prestressed reinforcing steel bar group (6) is being set in the lower floor, the prestressed reinforcement of the prestressed reinforcement of longitudinal prestressing reinforcing bar group (5) and transverse prestressed reinforcing steel bar group (6) is the staggered state of spatial vertical, the prestressed reinforcement of every layer of reinforcing rib group is parallel to each other and all is positioned at same plane, perhaps be equipped with in the one deck at least in cube concret block (1) by being in contact with one another that longitudinal prestressing reinforcing bar group (8) and transverse prestressed reinforcing steel bar group (9) constitute, the cross reinforcing rib group of vertical interlaced, longitudinal prestressing reinforcing bar group (8) is vertical respectively with transverse prestressed reinforcing steel bar group (9), the rib and the face that are parallel to corresponding cube concret block, layer with layer between cross prestressed reinforcement group be the space state that is parallel to each other in the plane at place respectively.
2. improved building materials matrix according to claim 1 is characterized in that: the core hole (3) that is being equipped with perforation cube concret block (1) two opposite end face between two-layer prestressed reinforcement group (2).
3. improved building materials matrix according to claim 1 is characterized in that: the core hole (3) that is being equipped with perforation cube concret block (1) two opposite end face between longitudinal prestressing reinforcing bar group (2) and the transverse prestressed reinforcing steel bar group (4).
4. improved building materials matrix according to claim 1, it is characterized in that: in the middle of being positioned at two-layer reinforcing rib group (2) middle level prestressed reinforcement group (7) is being set, the trend of this middle level prestressed reinforcement group (7) is vertical mutually with the trend of the prestressed reinforcement group (2) that is positioned at upper and lower.
5. improved building materials matrix according to claim 1 is characterized in that: the top of cross reinforcing rib group is being provided with by the loose core core hole (3) of connection cube concret block (1) the two opposite end face that pipe crimping forms of hollowcore slab.
6. improved building materials matrix according to claim 1 is characterized in that: reinforcing rib is hand-drawn wire, reinforcing bar, steel strand or helix rib steel wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201402622U CN201486017U (en) | 2009-06-16 | 2009-06-16 | Improved building material substrate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201402622U CN201486017U (en) | 2009-06-16 | 2009-06-16 | Improved building material substrate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201486017U true CN201486017U (en) | 2010-05-26 |
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ID=42424902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201402622U Expired - Fee Related CN201486017U (en) | 2009-06-16 | 2009-06-16 | Improved building material substrate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201486017U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104797764A (en) * | 2012-09-17 | 2015-07-22 | Cpc公司 | Reinforcing element for producing prestressed concrete components, concrete component and production methods |
| CN105781001A (en) * | 2016-04-26 | 2016-07-20 | 镇江港和新型建材有限公司 | Concrete lightweight precast brick |
-
2009
- 2009-06-16 CN CN2009201402622U patent/CN201486017U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104797764A (en) * | 2012-09-17 | 2015-07-22 | Cpc公司 | Reinforcing element for producing prestressed concrete components, concrete component and production methods |
| US9938721B2 (en) | 2012-09-17 | 2018-04-10 | Cpc Ag | Reinforcing element for producing prestressed concrete components, concrete component and production methods |
| US11365544B2 (en) | 2012-09-17 | 2022-06-21 | Cpc Ag | Reinforcing element for producing prestressed concrete components, concrete component and production methods |
| CN105781001A (en) * | 2016-04-26 | 2016-07-20 | 镇江港和新型建材有限公司 | Concrete lightweight precast brick |
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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: 20100526 Termination date: 20100616 |