CN221118945U - Assembled building leak protection thick liquid crossbeam component - Google Patents
Assembled building leak protection thick liquid crossbeam component Download PDFInfo
- Publication number
- CN221118945U CN221118945U CN202322689244.2U CN202322689244U CN221118945U CN 221118945 U CN221118945 U CN 221118945U CN 202322689244 U CN202322689244 U CN 202322689244U CN 221118945 U CN221118945 U CN 221118945U
- Authority
- CN
- China
- Prior art keywords
- building
- leakage prevention
- slurry leakage
- cross beam
- cross member
- 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.)
- Active
Links
- 239000007788 liquid Substances 0.000 title claims description 7
- 239000002002 slurry Substances 0.000 claims abstract description 35
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000002265 prevention Effects 0.000 claims abstract description 22
- 230000003405 preventing effect Effects 0.000 claims description 12
- 230000007797 corrosion Effects 0.000 claims description 9
- 238000005260 corrosion Methods 0.000 claims description 9
- 238000009413 insulation Methods 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 229920002635 polyurethane Polymers 0.000 claims description 5
- 239000004814 polyurethane Substances 0.000 claims description 5
- 239000002937 thermal insulation foam Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 11
- 238000005452 bending Methods 0.000 description 5
- 239000006260 foam Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 150000001412 amines Chemical class 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to the technical field of constructional engineering, in particular to an assembled building slurry leakage prevention cross beam member which is applied to a semi-mixed steel structure assembled building; the prefabricated building leakage-proof beam member comprises a beam, wherein the beam comprises: the jack is arranged at one end, and the inserted link is arranged at the other end; the sizes of the jack and the inserted link are matched with each other; the groove is arranged at the top and used for clamping and connecting a target building component and pouring concrete; the bottom of the groove is provided with a conical slot, and the slot is used for being connected with the target building component in a clamping mode and used for pouring concrete. The assembly type building slurry leakage prevention cross beam member provided by the utility model has the advantages of stable connection mode, simple construction operation and improvement of the stability and construction efficiency of a semi-mixed steel structure building.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a slurry-leakage-preventing cross beam member of an assembled building, which is applied to an assembled building with a semi-mixed steel structure.
Background
The beams and the constructional columns are supporting structures of the building, and are connected to form a space frame capable of bending and shearing so as to enhance the integrity and stability of the building and prevent the collapse of the house.
The traditional concrete building mainly adopts a concrete reinforced structure as a cross beam and a constructional column, and has the advantages of high durability, long service life and the like. However, the traditional concrete construction needs a large number of templates and supports, the consumption of manpower and material resources is large in the construction process, the construction waste is difficult to treat, and the defects of long construction period, large environmental pollution and lack of flexibility in construction mode exist. Fabricated buildings refer to buildings that are assembled at a worksite using prefabricated components, wherein the components such as beams, constructional columns, etc. are produced in a factory and then assembled at the site. The assembled building has the advantages of high building speed, small restriction by climatic conditions, labor saving and the like. The adoption of the assembled building can improve the building quality, lighten the weight of the building structure, improve the labor productivity, enlarge the use area of the building and improve the shockproof capacity.
The semi-mixed steel structure assembled building is one new type of building and features that the prefabricated part is first assembled and spliced in the factory. The building form combines the characteristics of the traditional reinforced concrete structure and the modern precast concrete structure, and has the advantages of attractive appearance, high construction efficiency, excellent performance, easy maintenance and the like. The semi-mixed steel assembled building is widely applied to the building fields of high-rise buildings, large public buildings, bridges and the like. In a semi-mixed steel assembled building, a building beam adopts a factory prefabricated beam component and is cast in situ, and the traditional concrete prefabricated beam has the defects of slow assembly construction, insufficient firm connection and easy slurry leakage. Therefore, improving the performance of the cross member is of great importance for improving the engineering quality.
Disclosure of utility model
The utility model aims to solve at least one technical problem, and provides an assembled building leakage-proof beam member which is applied to a semi-mixed steel structure assembled building.
According to one embodiment of the utility model, the utility model provides an assembled building slurry leakage prevention cross beam member, which is applied to a semi-mixed steel structure assembled building; the prefabricated building leakage-proof beam member comprises a beam, wherein the beam comprises:
the jack is arranged at one end, and the inserted link is arranged at the other end; the sizes of the jack and the inserted link are matched with each other;
the groove is arranged at the top and used for clamping and connecting a target building component and pouring concrete;
The bottom of the groove is provided with a conical slot, and the slot is used for being connected with the target building component in a clamping mode and used for pouring concrete.
According to one embodiment of the utility model, the beam further comprises:
the inserting block is fixed at the top of the cross beam;
The bottom block is fixed at the bottom of the cross beam;
The insert block and the bottom block are used for being inserted and connected with a steel structure; the steel structure comprises a steel beam and a steel column.
According to one embodiment of the utility model, the two sides of the beam are respectively connected with a fixed block; the fixed block is fixedly connected with the cross beam through bolts.
According to one embodiment of the utility model, the beam is internally provided with a concrete base.
According to one embodiment of the utility model, the other side of the concrete base layer is provided with a layer of insulating foam.
According to one embodiment of the utility model, the other side of the insulating foam layer is provided with a sound insulation layer.
According to one embodiment of the utility model, the other side of the sound-insulating layer is provided with a corrosion-resistant layer.
According to one embodiment of the utility model, the other side of the corrosion-resistant layer is provided with a polyurethane waterproof layer.
According to one embodiment of the utility model, a plurality of the prefabricated building anti-leakage beam members are connected in a plugging manner through the plug holes and the plug rods.
According to one embodiment of the utility model, the target building element comprises: and (5) supporting the column.
The two ends of the beam are respectively provided with the jacks and the inserting rods with the matched sizes, so that the beam is used for connecting a plurality of beam members of the assembled building, and meanwhile, the top of the beam is provided with the grooves and the inserting grooves, so that the stability of the beam connection can be improved, and the stability of the beam in connection with other building structures such as beam column nodes, columns and the like can also be improved; according to the assembled building slurry leakage prevention beam member, the two sides of the beam are respectively connected with the fixing blocks, so that the possibility of bending the beam is reduced; the assembled building slurry leakage preventing cross beam member has the slurry leakage preventing effect, and the unique structural form is different from any cross beam member adopted in the prior art, and has the advantages of high assembly speed and firm connection.
Drawings
In order to more clearly illustrate the embodiments of the application or the technical solutions in the prior art, the drawings that are needed in the detailed description of the embodiments and the prior art will be briefly described below, it being obvious that the drawings in the following description are some embodiments of the application and that other drawings may be obtained from these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of the overall structure of a beam member for preventing leakage of slurry in an assembled building according to an embodiment of the present utility model;
FIG. 2 is a schematic front view of an assembled building beam member for preventing leakage of slurry;
FIG. 3 is a schematic side view of a beam member for preventing leakage of fabricated buildings according to an embodiment of the present utility model;
Fig. 4 is a schematic view of an internal infrastructure of an assembled building leak-proof beam member according to an embodiment of the utility model.
In the figure: 1. a cross beam; 2. a groove; 3. a bolt; 4. a jack; 5. a fixed block; 6. a bottom block; 7. a rod; 8. inserting blocks; 9. a slot; 10. a polyester amine waterproof layer; 11. a corrosion resistant layer; 12. a sound insulation layer; 13. a layer of insulating foam; 14. and (3) a concrete base layer.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
FIG. 1 is a schematic view of the overall structure of a beam member for preventing leakage of slurry in an assembled building according to an embodiment of the present utility model; FIG. 2 is a schematic front view of an assembled building beam member for preventing leakage of slurry; FIG. 3 is a schematic side view of a beam member for preventing leakage of fabricated buildings according to an embodiment of the present utility model; as shown in fig. 1-3, according to one embodiment of the present utility model, a fabricated building leakage preventing beam member is applied to a semi-mixed steel structure fabricated building; the assembled building leak protection thick liquid beam member includes crossbeam 1, and crossbeam 1 includes:
A jack 4 provided at one end, and a plug 7 provided at the other end; the sizes of the jack 4 and the inserted link 7 are matched with each other;
Since the sizes of the insertion holes 4 and the insertion rods 7 are matched with each other, the insertion rod 7 of one beam 1 can be inserted into the insertion hole 4 of the other beam 1 to connect the plurality of beams 1; the size adaptation of jack 4 and inserted bar 7 can also play the effect of leak protection thick liquid in the in-process of carrying out concrete placement.
The groove 2 is arranged at the top, and the groove 2 is used for clamping and connecting a target building component and is used for pouring concrete;
The bottom of the groove 2 is provided with a conical slot 9, and the slot 9 is used for clamping and connecting a target building component and pouring concrete;
In operation, according to the requirements of a design drawing, the assembled building slurry leakage prevention beam member needs to be in clamping connection with other building members, for example, the beam 1 is connected with a column or a beam column node so as to support a roof and a floor slab, and in the embodiment, the target building member is a support column;
The design of the grooves 2 and the slots 9 can enable the connection between the cross beam and the support column to be more stable; simultaneously, in the process of concrete pouring, concrete is synchronously poured into the grooves 2 and the slots 9, so that the concrete in the cross beam 1 connected with each other forms a whole, and the connection stability of the building is improved.
The two ends of the beam are respectively provided with the jacks and the inserting rods with the sizes matched with each other, and the top of the beam is provided with the grooves and the inserting grooves, so that the stability of the beam connection can be improved, and the stability of the beam when the beam is connected with other building structures such as beam-column joints, columns and the like can also be improved.
According to one embodiment of the utility model, the cross beam 1 further comprises:
the inserting block 8 is fixed at the top of the cross beam 1;
The bottom block 6 is fixed at the bottom of the beam 1;
The insert block 8 and the bottom block 6 are used for inserting and connecting the steel structure; the steel structure comprises a steel beam and a steel column.
According to the design demand, assembled building leak protection thick liquid crossbeam component needs to be connected the block with other building components, for example inserts the block with steel column or girder steel and is connected, through set up inserted block and bottom block respectively at the top and the bottom of crossbeam, can increase the area of being connected of crossbeam and other building components to increase the complexity of junction surface, improve the stability of connecting.
According to one embodiment of the utility model, the two sides of the cross beam 1 are respectively connected with a fixed block 5; the fixed block 5 is fixedly connected with the cross beam 1 through a bolt 3.
Each cross beam 1 may have a plurality of fixed blocks 5; a fixed block 5 can be additionally arranged at the joint of the two cross beams 1 to strengthen the connection between the cross beams;
In order to improve the construction efficiency and reduce the possibility of slurry leakage, the length of the beam 1 needs to be required, and if the length of the beam 1 is too long, the beam may be bent. Therefore, the fixing blocks 5 are additionally arranged on two sides of the cross beam 1 respectively, and the fixing blocks 5 are connected with the cross beam 1 through the bolts 3, so that the possibility of bending the cross beam can be greatly reduced.
According to the beam component for preventing slurry leakage of the assembled building, the possibility of bending of the beam is reduced by respectively connecting the fixing blocks at two sides of the beam.
Fig. 4 is a schematic view of an internal infrastructure of an assembled building leak-proof beam member according to an embodiment of the utility model. As shown in fig. 4, the beam 1 is provided with a concrete foundation layer 14 inside according to one embodiment of the utility model.
According to the utility model, the concrete base layer is arranged in the beam member of the assembled building leakage-proof beam, so that the strength and rigidity of the beam are improved, and the bearing capacity of the beam is enhanced.
According to one embodiment of the utility model, the other side of the concrete base layer 14 is provided with a layer of insulating foam 13.
According to the utility model, the heat insulation foam layer is arranged in the slurry leakage prevention beam component of the assembled building, so that the heat insulation capacity of the beam is improved.
According to one embodiment of the utility model, the other side of the insulating foam layer 13 is provided with a sound insulation layer 12.
According to the utility model, the sound insulation layer is arranged in the beam member of the assembly type building leakage-proof beam, so that the capability of the beam for isolating external noise is improved.
According to one embodiment of the utility model, the other side of the sound-insulating layer 12 is provided with a corrosion-resistant layer 11.
According to the utility model, the corrosion-resistant layer is arranged in the slurry-leakage-proof beam member of the assembled building, so that the beam can be protected from being corroded by moisture in humid air.
According to one embodiment of the utility model, the other side of the corrosion resistant layer 11 is provided with a polyurethane waterproof layer 10.
According to the utility model, the polyurethane waterproof layer is arranged in the slurry-leakage-preventing beam component of the assembled building, so that the effects of waterproof, seepage-preventing and sealing are achieved, the beam and the whole building are protected from being damaged by water, and the slurry leakage-preventing effect of the slurry-leakage-preventing beam component of the assembled building is enhanced.
According to one embodiment of the utility model, a plurality of prefabricated building anti-leakage beam members are connected in a plugging manner through the plug holes 4 and the plug rods 7.
The size of the prefabricated building slurry-leakage-preventing cross beam member may not meet the design requirement due to the limitations of the manufacturing process, the transportation condition and the construction condition.
The operation flow is as follows:
Prefabricating building components in a factory according to a design drawing, wherein the building components comprise assembled building slurry leakage prevention beam components; the assembled building leak protection thick liquid beam member includes: a cross beam 1 and a fixed block 5; the cross member 1 includes: a jack 4 provided at one end, and a plug 7 provided at the other end; the sizes of the jack 4 and the inserted link 7 are matched with each other; the groove 2 is arranged at the top, the insert block 8 is fixed at the top of the cross beam 1, and the bottom block 6 is fixed at the bottom of the cross beam 1; the beam 1 is internally provided with a concrete base layer 14, a heat insulation foam layer 13, a sound insulation layer 12, a corrosion-resistant layer 11 and a polyurethane waterproof layer 10.
Transporting the prefabricated building elements to a building site;
Connecting a plurality of assembled building slurry-leakage-preventing cross beam members according to design requirements, and sequentially inserting the inserting rods 7 of the first assembled building slurry-leakage-preventing cross beam member into the inserting holes 4 of the second assembled building slurry-leakage-preventing cross beam member;
a plurality of fixing blocks 5 are connected with the cross beam 1 through bolts 3 to strengthen the cross beam 1;
according to the design requirement, the assembled building slurry leakage preventing cross beam member is in clamping connection with other building members;
and (5) concrete pouring is carried out.
After the concrete is poured into the beam member of the fabricated building, the grooves 2 and the slots 9 are filled with the concrete. Because the assembled building slurry leakage prevention cross beam member and the assembled building slurry leakage prevention cross beam member have good sealing performance, the polyester amine waterproof layer 10 arranged in the cross beam 1 also has good waterproof effect, so that the assembled building slurry leakage prevention cross beam member cannot generate slurry leakage phenomenon. Simultaneously, in the process of concrete pouring, concrete is synchronously poured into the grooves 2 and the slots 9, so that the concrete in the cross beam 1 connected with each other forms a whole, and the connection stability of the building is improved.
The two ends of the beam are respectively provided with the jacks and the inserting rods with the matched sizes, so that the beam is used for connecting a plurality of beam members of the assembled building, and meanwhile, the top of the beam is provided with the grooves and the inserting grooves, so that the stability of the beam connection can be improved, and the stability of the beam in connection with other building structures such as beam column nodes, columns and the like can also be improved; according to the assembled building slurry leakage prevention beam member, the two sides of the beam are respectively connected with the fixing blocks, so that the possibility of bending the beam is reduced; meanwhile, base layers with different functions are additionally arranged in the assembly type building slurry leakage prevention cross beam member, so that the overall performance and durability of the cross beam are improved.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (10)
1. The slurry leakage preventing cross beam member for assembled building is applied to semi-mixed steel structure assembled building; the assembled building leak protection thick liquid beam member includes the crossbeam, its characterized in that, the crossbeam includes:
the jack is arranged at one end, and the inserted link is arranged at the other end; the sizes of the jack and the inserted link are matched with each other;
the groove is arranged at the top and used for clamping and connecting a target building component and pouring concrete;
The bottom of the groove is provided with a conical slot, and the slot is used for being connected with the target building component in a clamping mode and used for pouring concrete.
2. The fabricated building slurry leakage prevention cross member of claim 1, wherein the cross member further comprises:
the inserting block is fixed at the top of the cross beam;
The bottom block is fixed at the bottom of the cross beam;
The insert block and the bottom block are used for being inserted and connected with a steel structure; the steel structure comprises a steel beam and a steel column.
3. The fabricated building slurry leakage prevention cross member according to claim 1, wherein: the two sides of the cross beam are respectively connected with a fixed block; the fixed block is fixedly connected with the cross beam through bolts.
4. The fabricated building slurry leakage prevention cross member according to claim 1, wherein: and a concrete base layer is arranged in the cross beam.
5. The fabricated building slurry leakage prevention cross member according to claim 4, wherein: and the other side of the concrete base layer is provided with a heat insulation foam layer.
6. The fabricated building slurry leakage prevention cross member according to claim 5, wherein: and a sound insulation layer is arranged on the other side of the heat insulation foam layer.
7. The fabricated building slurry leakage prevention cross member according to claim 6, wherein: and the other side of the sound insulation layer is provided with a corrosion-resistant layer.
8. The fabricated building slurry leakage prevention cross member according to claim 7, wherein: the other side of the corrosion-resistant layer is provided with a polyurethane waterproof layer.
9. The fabricated building slurry leakage prevention cross member according to claim 1, wherein: the plurality of the assembly type building slurry leakage prevention cross beam members are connected through the insertion holes and the insertion rods in an insertion mode.
10. The fabricated building slurry leakage prevention cross member according to claim 1, wherein: the target building element comprises: and (5) supporting the column.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322689244.2U CN221118945U (en) | 2023-10-08 | 2023-10-08 | Assembled building leak protection thick liquid crossbeam component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322689244.2U CN221118945U (en) | 2023-10-08 | 2023-10-08 | Assembled building leak protection thick liquid crossbeam component |
Publications (1)
Publication Number | Publication Date |
---|---|
CN221118945U true CN221118945U (en) | 2024-06-11 |
Family
ID=91341422
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202322689244.2U Active CN221118945U (en) | 2023-10-08 | 2023-10-08 | Assembled building leak protection thick liquid crossbeam component |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN221118945U (en) |
-
2023
- 2023-10-08 CN CN202322689244.2U patent/CN221118945U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108824818B (en) | Construction method of assembled concrete filled steel tube frame-shear wall structure system | |
CN111997193A (en) | Assembly type prefabricated beam column connecting joint and construction method | |
US20150145156A1 (en) | Method of casting in-situ ferrocement ribbed slab with spliced rack and suspended formwork | |
CN109372186B (en) | Assembly frame system with steel pipe concrete divides special-shaped post of limb combination and damping wall | |
CN205421547U (en) | Module building system is assembled to low layer | |
CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
CN210164056U (en) | Assembled steel-concrete composite structure building system | |
CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
CN113482152A (en) | Assembled steel node | |
CN212427508U (en) | Dry-type connected node of assembled concrete beam column | |
CN219471198U (en) | Energy-consuming and shock-absorbing type assembled beam column connecting joint | |
CN221118945U (en) | Assembled building leak protection thick liquid crossbeam component | |
CN210164057U (en) | Assembled steel and concrete flat wall column composite structure | |
CN107355027B (en) | Section steel concrete shear wall assembly type space modularized structural system and construction method | |
CN215926271U (en) | Precast concrete beam column connected node structure | |
CN114293686A (en) | Profiled steel reinforced concrete combined shear wall, connecting joint and construction method | |
CN210288797U (en) | Vertical intermediate layer rubber pad connected node that sets up of assembled concrete shear wall structure | |
CN203905215U (en) | Assembled type steel beam joint straight-line-shaped blend coupled wall | |
CN113585456A (en) | Precast concrete beam column connection node structure and construction method | |
CN109339242B (en) | Assembled cold-formed thin-wall section steel combined house structure system and construction method | |
CN113445652A (en) | Plate end slotted hole SP hollow composite slab-steel beam connecting structure and construction method thereof | |
CN112695895A (en) | Prefabricated concrete ring beam-floor slab connection structure based on PBL connection and installation method | |
CN111877621A (en) | Precast concrete superstructure slab joint H shaped steel connected node | |
CN220897492U (en) | Integral assembly type pig farm | |
CN114197698B (en) | Heat-bridge-free cable connecting structure of prefabricated self-insulation wallboard and construction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant |