CN1970951A - Porous light concrete and common concrete composite member, method for producing same, and building therefrom - Google Patents
Porous light concrete and common concrete composite member, method for producing same, and building therefrom Download PDFInfo
- Publication number
- CN1970951A CN1970951A CN 200610201275 CN200610201275A CN1970951A CN 1970951 A CN1970951 A CN 1970951A CN 200610201275 CN200610201275 CN 200610201275 CN 200610201275 A CN200610201275 A CN 200610201275A CN 1970951 A CN1970951 A CN 1970951A
- Authority
- CN
- China
- Prior art keywords
- concrete
- hole
- light
- mentioned
- box
- 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.)
- Granted
Links
Images
Landscapes
- Panels For Use In Building Construction (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a compound member of punching light concrete and common concrete, the manufacturing method and the building with it. The compound structure of 3D box frame light wall comprises bearing part of 3D box frame located at the edge and protecting and shielding part located in the core of frame. The bearing part comprises common reinforced steel concrete and the protecting and shielding part comprises prefabrated core plate of punching light concrete with steel bar net. Said prefabrated core plate of punching light concrete and common steel bar concrete with the bearing part of 3D box frame are cast together. The plate member is light wall compound structure of 2D door frame. Said box member is pentahedron, tetrahedron, or trihedron and one heat insulation layer is compounded on the outer wall. It can satisfy the demand of industrial production and building energy-saving. It is provided with good effect for heat insulation, low construction cost, short working period and little construction work in the open air.
Description
(1) technical field
The present invention relates to a kind of building unit, particularly a kind of composite component and manufacture method thereof and the building of constructing.
(2) background technology
In order to realize the industrialization of building operations, China has developed ordinary concrete assembled large panel building system in early days, but because of this building thing heat insulation, heat insulation effect is relatively poor, cold bridge usually appears in building, the phenomenon of condensing, do not meet the developing direction of building energy conservation, therefore fail to continue development.In order to solve heat insulation, the insulation problem of building, existing building adopts earlier the secondary job practices of concreting, back subsides insulation layer successively, field operation amounts such as this secondary job practices is propped up in earlier stage, form removal are big, concrete pouring equipment is had relatively high expectations, later stage heat retaining operation engineering quantity is also bigger, and has shortcomings such as the building overall cost is higher, the duration is long, the open work amount is big, workman's condition of labor is relatively poor.For many years, above-mentioned technical barrier is perplexing the technician of builing industry always, so far the better solution of neither one.
(3) summary of the invention
The purpose of this invention is to provide a kind of building of taking out the light concrete in hole and ordinary concrete composite component and manufacture method thereof and constructing, solve that traditional assembled architecture system is heat insulation, heat insulation effect is relatively poor, can not satisfy the technical problem of building energy conservation needs; Solve the technical problem that the traditional secondary construction cost is higher, the duration is long, the open work workload is big simultaneously.
The object of the present invention is achieved like this:
A kind of light concrete in hole and ordinary concrete composite component taken out, the armored concrete slab shape member of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the two-dimentional door-shaped frame supporting part that is positioned at limit portion and be positioned at the going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of two-dimentional door-shaped frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer in hole and two-dimentional door-shaped frame supporting part waters and builds up integral body;
The top portion of above-mentioned two-dimentional door-shaped frame is the semiproduct structural beams, and this semiproduct structural beams is concreting in its outside and the L shaped zone of bottom only, and its remainder exposes the beam muscle, waters groove after the formation, its concrete with above build during component assembly;
The right and left portion of above-mentioned two-dimentional door-shaped frame is as structural column, and both ends are exposed up and down at two-dimentional door-shaped frame for its inner post muscle, and form the anchoring ring;
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
A kind of light concrete in hole and ordinary concrete composite component taken out, the steel concrete box-like member of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the three-dimensional box type frame supporting part that is positioned at limit portion and be positioned at the going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of three-dimensional box type frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer in hole and three-dimensional box type frame supporting part waters and builds up integral body;
The top floor of above-mentioned three-dimensional box type frame is distributed with girt strip, and prefabricated takes out the light concrete central layer in hole between girt strip;
The top portion of above-mentioned three-dimensional box type frame is the semiproduct structural beams, and this semiproduct structural beams is concreting in the L shaped zone of its exterior wall side and bottom only, and its remainder exposes the beam muscle, waters groove after the formation, its concrete with above build during component assembly;
Four corner portions of above-mentioned three-dimensional box type frame are as structural column, and both ends are exposed up and down at three-dimensional box type frame for its inner post muscle, and form the anchoring ring;
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
Above-mentioned light concrete in hole and the ordinary concrete composite component taken out is characterized in that: above-mentioned box-like member is pentahedron or reserves the tetrahedron box-like member or the trihedral box-like member of door and window hole going along with sb. to guard him part.
Above-mentioned light concrete in hole and the ordinary concrete composite component taken out, it is characterized in that: the light wall composite construction of said frame is at the compound one deck insulation layer of wall face, and the light wall composite construction of this insulation layer and framework is compound to be one.
Above-mentioned light concrete in hole and the ordinary concrete composite component taken out, it is characterized in that: above-mentioned insulation layer is polystyrene foam warming plate, polyurethane thermal insulation board, rock wool heat-preservation plate or composite insulation boards.
Above-mentioned light concrete in hole and the ordinary concrete composite component taken out, it is characterized in that: the above-mentioned light concrete of taking out in the light concrete central layer in hole is aerated coal ash concrete, foam concrete, perlite light weight aggregate concrete, vermiculite light weight aggregate concrete or porcelain granule light weight aggregate concrete, the MPa of its light concrete 〉=2.5, density rating≤600 kilograms per cubic meter.
A kind of above-mentioned manufacture method of taking out light concrete in hole and ordinary concrete composite component is characterized in that manufacturing step is as follows:
Step 1: in the template of horizontal, place steel mesh reinforcement and core, pour into light concrete, loose core, precast and take out the light concrete central layer in hole;
Step 2: the frame shape gang form is set, the prefabricated light concrete central layer in hole of taking out is placed core;
Step 3: the steel mesh reinforcement that will take out the light concrete central layer in hole exposes end portion outside plate body as the dowel of reservation, extends to the limit portion of gang form, and is connected with reinforcing bar in structural column, the structural beams;
Step 4: after the top of structural beams is reserved, water groove;
Step 5: ordinary concrete is poured into structural column, the structural beams place that combination die edges of boards portion reserves;
Step 6: go out product after closely knit moulding, the maintenance.
In step 2, in the frame shape gang form, lay insulation layer earlier, and then the prefabricated light concrete central layer in hole of taking out is placed core.
A kind ofly take out the building that the light concrete in hole and ordinary concrete composite component are constructed by above-mentioned, it is characterized in that: above-mentioned building is to be combined by box-like member and precast beam, the precast beam bottom is supported by pre-buried bracket formula embedded part, top dowel, beam bend up muscle and epithelium frame force rib, anchor into the structural column top of box-like member, by after water ordinary concrete and structural column is linked to be integral body.
Plate-type component and cast-in-place shear wall, shear wall with short piers simplifiedly link, carry, and use casing member at the little standard width of a room in an old-style house.
A kind of above-mentioned building that the light concrete in hole and ordinary concrete composite component are constructed of taking out, it is characterized in that: above-mentioned building is to be formed by the box-like unit construction, the reinforcing bar of the structural column of above-mentioned box-like member and semiproduct structural beams waters groove after extending laterally into side member closure, and after water and penetrate reinforcing bar in the groove, making member reach peripheral reinforcing bar up and down is connected with the reinforcing bar of plate type member, structural column anchoring ring up and down overlaps, and wears by the 3rd ring, by after water ordinary concrete and water and build up integral body.
The present invention compares the beneficial effect that has with existing conventional art: the present invention is a kind of by taking out the compound novel building member that constitutes of light concrete in hole and ordinary concrete, improved the thermal and insulating performance of building, avoided that cold bridge appears in building, the phenomenon of condensing, reduce building construction in later period job engineering amount, reduced the building overall cost.Light concrete can be according to the energy-conservation requirement of member territory of use, select suitable material for use, and the thickness of the body of wall that insulation requires arranged by suitable adjustment, thereby the disposable every technical requirement that reaches building energy conservation, avoid secondary operation, it is taken out bore dia and depends on thickness of wall body and instructions for use, also can be according to the mode of occupation otherwise designed.
This box, plate combined system are assembled flexibly, and the needs according to the different designs standard can be combined to various ways, utilize the outer newel post of box body, beam to link, and carry plate, constitute different plane figures.Its advantage is that assembly unit is rapid, the body of wall superposed surfaces is few, reduces the field operation amount.
Casing member will have a small amount of box body to be evolved into tetrahedron or trihedral from pentahedron according to the layout needs, the body of wall that is formed by light concrete member that promptly has one or both sides to play maintenance, shielding action is cancelled, present post, beam combining form in this part, thereby avoid phenomenons such as the overlapping or passage of body of wall, meet design requirement.
For area that shockproof requirements is arranged and highrise building, shear wall, shear wall with short piers and cylindrical shell inevitably appear in its building, bring certain design difficulty for the assembling of casing member, and for the standard width of a room in an old-style house and the larger-size design of depth, casing member is also difficult to be satisfied.For this type of building, can adopt box, plate combined system based on plate, utilize plate-type component and cast-in-place shear wall, shear wall with short piers, cylindrical shells etc. link, carry, only use casing member at a small amount of little standard width of a room in an old-style house and suitable position, both can satisfy this type of architectural design requirement, can reduce the site operation workload in a large number again, shorten construction period.
According to the position of shear wall, shear wall with short piers, suitably adjust the casing member overall dimensions, can utilize the partial outer edge of casing member to form attached wall, double wall post (shear wall), both can meet design requirement, can reduce again, field operation amount such as form removal, shorten construction period, reduce construction costs.Both can reduce a large amount of templates and prop up, torn open workload, alternative again outer insulation, plaster decorate and in the eaves operations such as decoration of plastering, reduce the wet trade engineering quantity, reduce labour intensity, save corresponding human and material resources, minimizing expense expenditure reduces the wet trade engineering quantity simultaneously, also helps civilized construction.
Owing to take out the light concrete element precast in hole (hollow), template only need come across ordinary concrete cast position, so the gang form consumption is few, simple and easy, light, interchangeability is strong, can utilize the existing template of existing market, also can manufacture special-purpose typified form.
The present invention can extensively adapt to industry, residential houses, public building and villa, face and different building functions such as build, the needs of different designs standard.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention one plate type member.
Fig. 2 is the structural representation of the embodiment of the invention two box-like members.
Fig. 3 is the floor map of the embodiment of the invention two box-like component inside arrangements of reinforcement.
Fig. 4 is an I-I sectional drawing among Fig. 3.
Fig. 5 is an II-II sectional drawing among Fig. 3.
Fig. 6 is an III-III sectional drawing among Fig. 3.
Fig. 7 is the plan structure schematic diagram of the embodiment of the invention two box-like members.
Fig. 8 is the sectional drawing of 1-1 among Fig. 7.
Fig. 9 is the structural representation of the embodiment of the invention two box-like member facades.
Figure 10 is an IV-IV sectional drawing among Fig. 9.
Figure 11 is a V-V sectional drawing among Fig. 9.
Figure 12 is the elevation that the embodiment of the invention one is reserved the door and window hole plate type member.
Figure 13 is a VI-VI sectional drawing among Figure 12.
Figure 14 is the elevation of the embodiment of the invention one reservation window hole plate type member.
Figure 15 is the box-like member schematic diagram that 21 kinds of the embodiment of the invention are reserved door and window hole.
Figure 16 is the schematic diagram of the embodiment of the invention two another kind of box-like members.
Figure 17 is the intra-node structural representation that box-like member of the present invention is connected with precast beam.
Figure 18 is the floor map of the building typical floor of the present invention and cast-in-place shear wall combination.
Figure 19 is a floor map of using the building typical floor that the present invention combines.
Among the figure: 1-plate type member, 2-take out and water groove, 11-anchoring ring, 12-reinforced mesh, 13-beam muscle behind the exposed beam muscle of the light concrete central layer in hole, 3-girt strip, 4-box-like member, 5-structural column, 6-semiproduct structural beams, 7-, 8-anchor bar, 9-insulation layer, the 10-and prolong dowel, 14-bracket formula built-in fitting, 15-beam and bend up muscle, 16-epithelium frame force rib, 17-precast beam.
(5) specific embodiment
Embodiment one is referring to Fig. 1, a kind of light concrete in hole and ordinary concrete composite component taken out, the steel concrete two dimension plate type member 1 of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the two-dimentional door-shaped frame supporting part that is positioned at limit portion be positioned at going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of two-dimentional door-shaped frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer 2 in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer 2 in hole and two-dimentional door-shaped frame supporting part waters and builds up integral body;
The top portion of above-mentioned two-dimentional door-shaped frame is a semiproduct structural beams 6, and this semiproduct structural beams is concreting in its outside and the L shaped zone of bottom only, and its remainder exposes beam muscle 7, waters groove 10 after the formation, its concrete with above build during component assembly;
The right and left portion of above-mentioned two-dimentional door-shaped frame is as structural column 5, and both ends are exposed up and down at two-dimentional door-shaped frame for its inner post muscle, and form anchoring ring 11.
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar 8 that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
Embodiment two is referring to Fig. 2, another kind is taken out light concrete in hole and ordinary concrete composite component, the steel concrete box-like member 4 of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the three-dimensional box type frame supporting part that is positioned at limit portion be positioned at going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of three-dimensional box type frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer in hole and three-dimensional box type frame supporting part waters and builds up integral body.
The top floor of above-mentioned three-dimensional box type frame is distributed with girt strip 3, and prefabricated takes out the light concrete central layer in hole between girt strip 3.
The top portion of above-mentioned three-dimensional box type frame is a semiproduct structural beams 6, this semiproduct structural beams is concreting in the L shaped zone of its exterior wall side and bottom only, its remainder exposes beam muscle 7, waters groove 10 after the formation, its concrete with above build during component assembly.
Four corner portions of above-mentioned three-dimensional box type frame are as structural column 5, and both ends are exposed up and down at three-dimensional box type frame for its inner post muscle, and form anchoring ring 11, utilize it to do suspension centre during lifting.
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar 8 that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
Above-mentioned box-like member can be pentahedron or reserve the tetrahedron box-like member or the trihedral box-like member of door and window hole going along with sb. to guard him part.
Because of the ordinary concrete heat insulation and preservation effect poor, cold bridge appears in building in order to avoid, the phenomenon of condensing, improve the building heat preserving heat-proof quality, reduce finished product construction in later period job engineering amount, reduce the building overall cost, when member is produced, take outer insulation measure with the indoor ordinary concrete outside that combines, can utilize at present the material of maturation and technology, as polystyrene foam warming plate or other heat insulating materials, before the ordinary concrete cast, be installed in the template, be linked to be integral body by cast and ordinary concrete, thereby reach energy-saving effect by the corresponding mounting process of its material.Insulation layer material and thickness are looked the energy-conservation otherwise designed that requires of member territory of use.Light concrete can be according to the energy-conservation requirement of member territory of use, select suitable material for use, and the thickness of the body of wall that insulation requires arranged by suitable adjustment, thereby disposablely reach energy-conservation every technical requirement, avoid secondary operation, it is taken out bore dia and depends on thickness of wall body and instructions for use, can be according to the mode of occupation otherwise designed.The light wall composite construction of said frame can compound one deck insulation layer 9 at wall face, and the light wall composite construction of this insulation layer and framework is compound to be one.Above-mentioned insulation layer 9 can be selected polystyrene foam warming plate, polyurethane thermal insulation board, rock wool heat-preservation plate or composite insulation boards.
The above-mentioned light concrete of taking out in the light concrete central layer 2 in hole can be aerated coal ash concrete, foam concrete, perlite light weight aggregate concrete, vermiculite light weight aggregate concrete or porcelain granule light weight aggregate concrete, the MPa of its light concrete 〉=2.5, density rating≤600 kilograms per cubic meter.
A kind of manufacture method of taking out light concrete in hole and ordinary concrete composite component of the present invention is characterized in that manufacturing step is as follows:
Step 1: in the template of horizontal, place steel mesh reinforcement and core, pour into light concrete, loose core, precast and take out the light concrete central layer in hole;
Step 2: the frame shape gang form is set, the prefabricated light concrete central layer in hole of taking out is placed core; In step 2, in the frame shape gang form, can lay insulation layer earlier, and then the prefabricated light concrete central layer in hole of taking out is placed core.
Step 3: the steel mesh reinforcement that will take out the light concrete central layer in hole exposes end portion outside plate body as the dowel of reservation, extends to the limit portion of gang form, and is connected with reinforcing bar in structural column, the structural beams;
Step 4: after the top of structural beams is reserved, water groove;
Step 5: ordinary concrete is poured into structural column, the structural beams place that combination die edges of boards portion reserves;
Step 6: go out product after closely knit moulding, the maintenance.
Referring to Figure 18, of the present invention a kind of by taking out the building that light concrete in hole and ordinary concrete composite component are constructed, this building is mainly by plate-type component, box-like member and cast-in-place shear wall, shear wall with short piers, and cylindrical shell links, carry and combine, and can use casing member 4 at the little standard width of a room in an old-style house.Position according to shear wall, shear wall with short piers, can suitably adjust the casing member overall dimensions, can utilize the partial outer edge of casing member to form attached wall, double wall post (shear wall), both can meet design requirement, can reduce again, field operation amount such as form removal, shorten construction period, reduce construction costs.
The position that cast-in-place notes (shear wall) contact with box, board member, box, board member should be reserved anchor rib by designing requirement and constructure scheme, are connected with cast-in-place notes position reinforcing bar, and are mould with box, board member contact surface, by cast-in-place formation integral body.Cast-in-place member and prefabricated units noncontact face (revealing bright part) can adopt popular conventional template at present, also can adopt the prefabricated concrete rib type thin plate of various arrangements of reinforcement, as permanent non-dismantling formwork, form the form removal system of exempting from.Prefabricated concrete rib type thin plate is by using position and stressing conditions, can make the thin plate of unlike material, different rib distance, different-thickness respectively, also can be by the building facing requirement, precast the thin plate of corresponding pattern, replace common templates with this thin plate, both can reduce a large amount of templates and prop up, torn open workload, alternative again outer insulation, plaster decorate and in the eaves operations such as decorations of plastering, reduce the wet trade engineering quantity, reduction labour intensity, save corresponding human and material resources, minimizing expense expenditure reduces the wet trade engineering quantity simultaneously, also helps civilized construction.
Prefabricated concrete rib type thin plate and compound concrete box, board member, all design corresponding prepared screw-bolt hole, wear the jig bolt during in order to construction, fastening support utilizes box, board member self steadiness, (box, board member install, must take appropriate measures, guarantee its steadiness, prevent skew) reduce template and prop up the top workload, compare with traditional formwork, can save corresponding human and material resources.
Referring to Figure 17, the combination connecting mode of box-like member 4 and precast beam 17: precast beam bottom fulcrum has bracket formula built-in fitting 14, top beam muscle prolongs dowel 13, beam bends up muscle 15 and epithelium frame force rib 16, anchor into box-like member 4 after water in the groove 10, by after water ordinary concrete and make precast beam 17 and box-like member 4 be linked to be integral body, guarantee the fastness and the stability of precast lintel, play its due carrying effect.
Referring to Figure 19, another kind of the present invention is by taking out the building that light concrete in hole and ordinary concrete composite component are constructed, and the room of this building, parlor, kitchen, washroom, balcony are assembled by the box-like lifting component of different size.The part can be combined by box-like member and plate-type component, the reinforcing bar of the structural column of above-mentioned box-like member and semiproduct structural beams waters groove after extending laterally into side member closure, and after water and penetrate reinforcing bar in the groove, making member reach peripheral reinforcing bar up and down is connected with the reinforcing bar of plate type member, structural column anchoring ring up and down overlaps, and wear the 3rd ring, by after water ordinary concrete and water and build up integral body.
This box, the assembling of plate combined system according to the needs of different designs standard, can be combined to three kinds of forms flexibly:
(1), box, plate combined system; This system box, plate combination utilize the outer newel post of box body, beam to link, and carry plate, constitute different plane figures.Its advantage is that assembly unit is rapid, the body of wall superposed surfaces is few, reduces the field operation amount.
(2), bias toward box, the plate combined system of box; This system is to change a little on the basis of (1), replaces most of plate with casing member, forms box, plate combined system based on box.As adopt this system, then casing member will have a small amount of box body to be evolved into tetrahedron or trihedral from pentahedron according to the layout needs, the body of wall that is formed by light concrete member that promptly has one or both sides to play maintenance, shielding action is cancelled, present post, beam combining form in this part, thereby avoid phenomenons such as the overlapping or passage of body of wall, meet design requirement.
(3), bias toward box, the plate combined system of plate; For area that shockproof requirements is arranged and highrise building, shear wall, shear wall with short piers and cylindrical shell inevitably appear in its building, bring certain design difficulty for the assembling of casing member, and for the standard width of a room in an old-style house and the larger-size design of depth, casing member is also difficult to be satisfied.For this type of building, can adopt box, plate combined system based on plate, utilize plate-type component and cast-in-place shear wall, shear wall with short piers, cylindrical shells etc. link, carry, only use casing member at a small amount of little standard width of a room in an old-style house and suitable position, both can satisfy this type of architectural design requirement, can reduce the site operation workload in a large number again, shorten construction period.
Claims (10)
1. take out light concrete in hole and ordinary concrete composite component for one kind, the armored concrete slab shape member of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the two-dimentional door-shaped frame supporting part that is positioned at limit portion and be positioned at the going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of two-dimentional door-shaped frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer in hole and two-dimentional door-shaped frame supporting part waters and builds up integral body;
The top portion of above-mentioned two-dimentional door-shaped frame is the semiproduct structural beams, and this semiproduct structural beams is concreting in its outside and the L shaped zone of bottom only, and its remainder exposes the beam muscle, waters groove after the formation, its concrete with above build during component assembly;
The right and left portion of above-mentioned two-dimentional door-shaped frame is as structural column, and both ends are exposed up and down at two-dimentional door-shaped frame for its inner post muscle, and form the anchoring ring;
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
2. take out light concrete in hole and ordinary concrete composite component for one kind, the steel concrete box-like member of being furnished with reinforcing cage and reinforced mesh for inside, it is characterized in that: by the three-dimensional box type frame supporting part that is positioned at limit portion and be positioned at the going along with sb. to guard him of frame core, masked segment constitutes the light wall composite construction of three-dimensional box type frame, its supporting part is made of the plain bars concrete, it is gone along with sb. to guard him, masked segment has the prefabricated light concrete central layer in hole of taking out of reinforced mesh to constitute by inside, and the above-mentioned prefabricated plain bars concrete of taking out light concrete central layer in hole and three-dimensional box type frame supporting part waters and builds up integral body;
The top floor of above-mentioned three-dimensional box type frame is distributed with girt strip, and prefabricated takes out the light concrete central layer in hole between girt strip;
The top portion of above-mentioned three-dimensional box type frame is the semiproduct structural beams, and this semiproduct structural beams is concreting in the L shaped zone of its exterior wall side and bottom only, and its remainder exposes the beam muscle, waters groove after the formation, its concrete with above build during component assembly;
Four corner portions of above-mentioned three-dimensional box type frame are as structural column, and both ends are exposed up and down at three-dimensional box type frame for its inner post muscle, and form the anchoring ring;
The above-mentioned lower end of taking out the inner reinforced mesh of the light concrete central layer in hole stretches out from the bottom surface of plate type member, and form to intend the anchor bar that is connected with the below body of wall, the two ends, the left and right sides of reinforced mesh extend in the structural column, the upper end of reinforced mesh extends in the structural beams, in the above-mentioned end reinforced ordinary concrete that is anchored at limit portion.
3. light concrete in hole and the ordinary concrete composite component taken out according to claim 2 is characterized in that: above-mentioned box-like member is pentahedron or reserves the tetrahedron box-like member or the trihedral box-like member of door and window hole going along with sb. to guard him part.
4. according to claim 1 or 2 or 3 described light concrete in hole and the ordinary concrete composite components taken out, it is characterized in that: the light wall composite construction of said frame is at the compound one deck insulation layer of wall face, and the light wall composite construction of this insulation layer and framework is compound to be one.
5. light concrete in hole and the ordinary concrete composite component taken out according to claim 4 is characterized in that: above-mentioned insulation layer is polystyrene foam warming plate, polyurethane thermal insulation board, rock wool heat-preservation plate or composite insulation boards.
6. according to claim 1 or 2 or 3 or 5 described light concrete in hole and the ordinary concrete composite components taken out, it is characterized in that: the above-mentioned light concrete of taking out in the light concrete central layer in hole is aerated coal ash concrete, foam concrete, perlite light weight aggregate concrete, vermiculite light weight aggregate concrete or porcelain granule light weight aggregate concrete, the MPa of its light concrete 〉=2.5, density rating≤600 kilograms per cubic meter.
7. claim 1 or 2 or 3 or 5 described manufacture methods of taking out light concrete in hole and ordinary concrete composite component is characterized in that manufacturing step is as follows:
Step 1: in the template of horizontal, place steel mesh reinforcement and core, pour into light concrete, loose core, precast and take out the light concrete central layer in hole;
Step 2: the frame shape gang form is set, the prefabricated light concrete central layer in hole of taking out is placed core;
Step 3: the steel mesh reinforcement that will take out the light concrete central layer in hole exposes end portion outside plate body as the dowel of reservation, extends to the limit portion of gang form, and is connected with reinforcing bar in structural column, the structural beams;
Step 4: after the top of structural beams is reserved, water groove;
Step 5: ordinary concrete is poured into structural column, the structural beams place that combination die edges of boards portion reserves;
Step 6: go out product after closely knit moulding, the maintenance.
8. according to the described manufacture method of taking out light concrete in hole and ordinary concrete composite component of claim 7, it is characterized in that: in step 2, in the frame shape gang form, lay insulation layer earlier, and then the prefabricated light concrete central layer in hole of taking out is placed core.
9. describedly take out the building that the light concrete in hole and ordinary concrete composite component are constructed by claim 1 or 2 or 3 or 5 for one kind, it is characterized in that: above-mentioned building is to be combined by described box-like member of claim 2 and precast beam, the precast beam bottom is supported by pre-buried bracket formula embedded part, top dowel, beam bend up muscle and epithelium frame force rib, anchor into the structural column top of box-like member, by after water ordinary concrete and structural column is linked to be integral body.
Plate-type component and cast-in-place shear wall, shear wall with short piers, cylindrical shell link, carry, and use casing member at the little standard width of a room in an old-style house.
10. describedly take out the building that the light concrete in hole and ordinary concrete composite component are constructed by claim 1 or 2 or 3 or 5 for one kind, it is characterized in that: above-mentioned building is to be formed by the described box-like unit construction of claim 2, the reinforcing bar of the structural column of above-mentioned box-like member and semiproduct structural beams waters groove after extending laterally into side member closure, and after water and penetrate reinforcing bar in the groove, making member reach peripheral reinforcing bar up and down is connected with the reinforcing bar of plate type member, structural column anchoring ring up and down overlaps, and wear by the 3rd ring, by after water ordinary concrete and water and build up integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102012757A CN100476092C (en) | 2006-12-12 | 2006-12-12 | Porous light concrete and common concrete composite member, method for producing same, and building therefrom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102012757A CN100476092C (en) | 2006-12-12 | 2006-12-12 | Porous light concrete and common concrete composite member, method for producing same, and building therefrom |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1970951A true CN1970951A (en) | 2007-05-30 |
| CN100476092C CN100476092C (en) | 2009-04-08 |
Family
ID=38111949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006102012757A Expired - Fee Related CN100476092C (en) | 2006-12-12 | 2006-12-12 | Porous light concrete and common concrete composite member, method for producing same, and building therefrom |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100476092C (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967851A (en) * | 2009-07-28 | 2011-02-09 | 董杨 | Board-mixing structure assembly type house and building method thereof |
| CN103255856A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Building technology for prefabricating integral wall plate by aerated concrete |
| CN110344535A (en) * | 2019-06-29 | 2019-10-18 | 河南强耐新材股份有限公司 | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork |
-
2006
- 2006-12-12 CN CNB2006102012757A patent/CN100476092C/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101967851A (en) * | 2009-07-28 | 2011-02-09 | 董杨 | Board-mixing structure assembly type house and building method thereof |
| CN103255856A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Building technology for prefabricating integral wall plate by aerated concrete |
| CN110344535A (en) * | 2019-06-29 | 2019-10-18 | 河南强耐新材股份有限公司 | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100476092C (en) | 2009-04-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208473116U (en) | A kind of partial precast assembly steel reinforced concrete holes in soffit beam | |
| CN102251662B (en) | Cast-in-place process for ultra light foamed cement-based bearing heat insulation wallboard | |
| CN100584560C (en) | Method for manufacturing external wallboard, internal wallboard, floor and roof board | |
| CN202324323U (en) | Outer wall plate | |
| CN1399047A (en) | 3D structural building and its industrialized construction process | |
| CN112324017A (en) | Light concrete reinforcing steel bar net frame composite heat-insulation wall plate and mounting method thereof | |
| CN100476092C (en) | Porous light concrete and common concrete composite member, method for producing same, and building therefrom | |
| CN205935640U (en) | -in -place mould , foam concrete self preservation temperature composite wall structure | |
| CN215167030U (en) | Cast-in-place glass fiber reinforced concrete superimposed sheet of steel bar truss | |
| CN212224168U (en) | Double-sided superposed flow guide wall | |
| CN219952340U (en) | Novel low-rise decoration brick brickwork building structure system | |
| CN111945934A (en) | UHPC colored facing layer outer wall-hanging plate and manufacturing process thereof | |
| CN113389298A (en) | Building structure system of assembled low energy consumption house | |
| CN114658141B (en) | T-shaped constructional column and independent foundation connection structure of assembled composite wallboard and manufacturing method | |
| CN201050113Y (en) | Light aggregate reinforcing steel bar concrete energy-saving domestic architecture structure system | |
| CN203412312U (en) | Thermal-insulating integrated template wallboard construction building | |
| CN206308899U (en) | A kind of prefabricated band is floatd window wallboard | |
| WO2023099942A1 (en) | Walls, blocks and prefabricated double-sided slabs for use in vandad landscape | |
| CN101418602B (en) | In-situ casting construction method of reinforced concrete structural system using phosphogypsum as wall material | |
| CN210530067U (en) | Outer decorative structure wall and assembled cladding | |
| CN110374241B (en) | Floor bottom module, floor and method for constructing floor | |
| CN112695950A (en) | Novel assembled wallboard, wall structure and machining method | |
| CN1095520C (en) | Technology for building house by in-situ making foamed cement structures | |
| CN112031267A (en) | Assembled composite outer wall enclosure system with good heat insulation effect | |
| CN207597652U (en) | A kind of cast-in-place sandwiched heat-preservation shear wall structure and assembled architecture |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Building Design Inst., Tianjin City Assignor: Guo Jinhong Contract fulfillment period: 2009.4.30 to 2014.4.30 contract change Contract record no.: 2009120000039 Denomination of invention: Porous light concrete and common concrete composite member, method for producing same, and building therefrom Granted publication date: 20090408 License type: Exclusive license Record date: 2009.5.5 |
|
| LIC | Patent licence contract for exploitation submitted for record |
Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.4.30 TO 2014.4.30; CHANGE OF CONTRACT Name of requester: CONSTRUCTION DESIGN INSTITUTE, TIANJIN CITY Effective date: 20090505 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090408 Termination date: 20141212 |
|
| EXPY | Termination of patent right or utility model |