CN212773450U - Aluminum die assembly for supporting steel bar truss floor bearing plate and supporting device - Google Patents
Aluminum die assembly for supporting steel bar truss floor bearing plate and supporting device Download PDFInfo
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- CN212773450U CN212773450U CN202021253976.7U CN202021253976U CN212773450U CN 212773450 U CN212773450 U CN 212773450U CN 202021253976 U CN202021253976 U CN 202021253976U CN 212773450 U CN212773450 U CN 212773450U
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- steel bar
- bar truss
- supporting
- carrier plate
- aluminum die
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Abstract
The utility model discloses an aluminium membrane module and strutting arrangement for supporting steel bar truss building carrier plate, be equipped with cast-in-place concrete beam on the concrete floor, be equipped with roof beam side aluminium mould on cast-in-place concrete beam global, concrete floor below is equipped with the building carrier plate, an aluminium membrane module for supporting steel bar truss building carrier plate establishes in the below of the one end of being close cast-in-place concrete beam of building carrier plate and can dismantle with the building carrier plate and link to each other, this aluminium membrane module for supporting steel bar truss building carrier plate includes aluminium membrane body, section bar spare and connecting piece. The steel bar truss floor bearing plate is supported on the aluminum die body, and one end of the aluminum die body is attached to the beam side aluminum die. Be equipped with the recess on the section bar spare, the length direction setting of section bar spare is followed to the recess, and section bar spare can be dismantled with the aluminium mould body and be connected. The connecting piece is matched in the groove and is detachably connected with the floor support plate. This an aluminium mould subassembly for supporting steel bar truss building carrier plate can improve the security of job site and the quality of building carrier plate to improve its turnover number of times, reduce construction cost.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to an aluminium mould subassembly and strutting arrangement for supporting steel bar truss building carrier plate.
Background
Among steel bar truss building carrier plate is multi-purpose in the steel construction building, steel bar truss building carrier plate and girder steel connection convenient operation have reduced template and support system for the construction progress has reduced the labour. When the cast-in-place concrete beam and the steel bar truss floor bearing plate are adopted for construction, particularly when the cast-in-place concrete beam is constructed by adopting an aluminum mould, the construction difficulty is high, and the operation is difficult. If directly put steel bar truss building carrier plate on roof beam side aluminum mould board, roof beam side aluminum mould can't bear the load that steel bar truss building carrier plate passed, causes the reinforced concrete roof beam template to warp and even collapses.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an aluminium mould subassembly for supporting steel bar truss building carrier plate can improve the security of template and support system and the quality of steel bar truss building carrier plate.
Another object of the utility model is to provide a supporting device, can improve construction engineering's quality and security, reduce construction cost.
For realizing the technical effect, the utility model discloses a technical scheme that is used for supporting steel bar truss building carrier plate's aluminium mould subassembly as follows:
the utility model provides an aluminium mould subassembly for supporting steel bar truss building carrier plate is equipped with the cast-in-place concrete roof beam on the concrete floor, be equipped with roof beam side aluminium mould on the global of cast-in-place concrete roof beam, concrete floor below is equipped with the building carrier plate, the aluminium mould subassembly for supporting steel bar truss building carrier plate is established being close of building carrier plate the below of the one end of cast-in-place concrete roof beam and with the building carrier plate can be dismantled continuously, the aluminium mould subassembly for supporting steel bar truss building carrier plate includes: the top wall of the aluminum die body is abutted against the bottom wall of the floor bearing plate, and the aluminum die body is supported on the beam side aluminum die; the aluminum die comprises a profile piece, wherein a groove is formed in the profile piece, the groove is formed in the length direction of the profile piece, and the profile piece is detachably connected with an aluminum die body; the connecting piece, the connecting piece cooperation is in the recess and with building carrier plate can dismantle the connection, in order with the section bar spare with building carrier plate is connected.
Further, the height of the connecting piece is greater than the height of the profile piece.
Furthermore, the aluminum die assembly for supporting the steel bar truss floor support plate further comprises a fastener, the fastener penetrates through the side wall of the section piece, one end of the fastener is embedded in the connecting piece, and the other end of the fastener is locked on the aluminum die body.
Further, the fastener comprises a bolt and a nut, the head of the bolt is embedded in the connecting piece, and the nut is used for locking the bolt on the aluminum die body.
Further, the fastener is a plurality of, and a plurality of fastener is along the length direction interval setting of profile spare.
Further, the connecting piece comprises a batten.
Further, the section bar comprises a channel steel or an I-steel.
Further, the aluminum mould assembly for supporting the steel bar truss floor bearing plate further comprises a locking piece, and the locking piece is used for locking the connecting piece on the floor bearing plate.
Further, the aluminum die assembly for supporting the steel bar truss floor support plate further comprises a supporting piece, and the supporting piece is used for supporting the aluminum die body.
The supporting device comprises the aluminum die assembly for supporting the steel bar truss floor deck; steel bar truss building carrier plate, the one end of steel bar truss building carrier plate with the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate in the preceding links to each other, steel bar truss building carrier plate is used for bearing concrete floor, being equipped with of steel bar truss building carrier plate the one end of the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate with the laminating of cast-in-place concrete roof beam, just aluminium mould body ends to be in the cast-in-place concrete roof beam the roof beam side aluminium mould on.
The utility model has the advantages that: after the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate is connected with the side of cast-in-place concrete roof beam at steel bar truss building carrier plate, constructor can be through this aluminium mould subassembly strutting arrangement who is used for supporting steel bar truss building carrier plate, the stable load that bears the concrete floor of building carrier plate top, even make roof beam side aluminium mould no longer bear a part of load, also can avoid the damage to the building carrier plate in the construction operation, improve the security of job site and the quality of steel bar truss building carrier plate. The grooves in the profile piece are arranged along the length direction of the profile piece, so that the profile piece and the connecting piece are in lap joint with a beam side aluminum mould of the cast-in-place concrete beam, and the slurry leakage of the beam side concrete is avoided; this a connecting piece for supporting steel bar truss building carrier plate's aluminium mould subassembly is convenient for can dismantle with the building carrier plate and is connected, reduces steel bar truss building carrier plate and appears the possibility of offset.
The utility model discloses an another beneficial effect does: because have the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate in the preamble, the load that makes strutting arrangement can stabilize bear steel bar truss building carrier plate and concrete floor improves construction engineering's quality and security, can take off the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate after the construction is accomplished simultaneously and have enough to meet the need the use, reduces construction cost.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
Fig. 1 is a front view of an aluminum mold assembly for supporting a steel bar truss floor deck in a use environment according to an embodiment of the present invention;
FIG. 2 is a schematic view of a portion of the enlarged structure at A in FIG. 1;
FIG. 3 is a side view of a profile, connector and fastener provided by an embodiment of the present invention;
figure 4 is a top view of a profile, connector and fastener provided by embodiments of the present invention.
Reference numerals
1. An aluminum die body; 2. a profile piece; 3. a connecting member;
4. a fastener; 41. a bolt; 42. a nut; 5. a locking member; 6. a support member;
100. a concrete floor slab; 110. casting a concrete beam in situ; 120. a beam-side aluminum mold; 130. steel bar truss floor carrier plate.
Detailed Description
In order to make the technical problem solved by the present invention, the technical solution adopted by the present invention and the technical effect achieved by the present invention clearer, the technical solution of the present invention will be further explained by combining the drawings and by means of the specific implementation manner.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, detachably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
It will be understood that the terms "central," "longitudinal," "transverse," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in an orientation or positional relationship indicated in the drawings for convenience in describing and simplifying the invention, and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the invention. In the description of the present invention, "a plurality" means two or more unless otherwise specified. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.
The following describes a specific structure of an aluminum mold assembly for supporting a steel bar truss floor deck according to an embodiment of the present invention with reference to fig. 1 to 4.
As shown in fig. 1-4, the utility model discloses an aluminium mould subassembly for supporting steel bar truss building carrier plate, be equipped with cast-in-place concrete roof beam 110 on concrete floor 100, be equipped with roof beam side aluminium mould 120 on cast-in-place concrete roof beam 110 global, concrete floor 100 below is equipped with steel bar truss building carrier plate 130, an aluminium mould subassembly for supporting steel bar truss building carrier plate is established in the below of the one end of being close to cast-in-place concrete roof beam 110 of steel bar truss building carrier plate 130 and can be dismantled with steel bar truss building carrier plate 130 and link to each other, an aluminium mould subassembly for supporting steel bar truss building carrier plate includes aluminium mould body 1, section bar spare 2 and connecting piece 3. The roof butt of aluminium mould body 1 is on steel bar truss building carrier plate 130 diapire, and aluminium mould body 1 supports on roof beam side aluminium mould 120. Be equipped with the recess on the section bar spare 2, the length direction setting of section bar spare 2 is followed to the recess, and section bar spare 2 can be dismantled with aluminium mould body 1 and be connected. Connecting piece 3 cooperation is in the recess and with steel bar truss floor carrier plate 130 detachable connection to be connected section bar piece 2 and steel bar truss floor carrier plate 130.
It can be understood that the steel bar truss floor support plate 130 is used for bearing the load of the concrete floor 100, and one end of the steel bar truss floor support plate 130 close to the cast-in-place concrete beam 110 is lapped on the beam-side aluminum mold 120, so that the beam-side aluminum mold 120 can also bear a part of the load of the concrete floor 100, and the beam-side aluminum mold 120 and the steel bar truss floor support plate 130 are integrally unstable, and generate negative phenomena such as displacement and the like, thereby seriously affecting the construction quality. After the aluminum mould subassembly that is used for supporting steel bar truss building carrier plate is connected to the one end that steel bar truss building carrier plate 130 is close cast-in-place concrete roof beam 110, constructor can set up the support through being used for this aluminum mould subassembly below that is used for supporting steel bar truss building carrier plate, and the stable load of bearing the concrete floor 100 of steel bar truss building carrier plate 130 top, even make roof beam side aluminum mould 120 no longer bear the load of a part concrete floor 100, also can avoid the damage to steel bar truss building carrier plate 130 in the construction operation, thereby reduce steel bar truss building carrier plate 130 and the possibility that the position skew appears, improve the security of job site and the use quality of steel bar truss building carrier plate 130. The grooves on the profile 2 are formed along the length direction of the profile 2, which is beneficial to the overlap joint of the profile 2 and the connecting piece 3 on the beam side aluminum mold 120 on the circumferential surface of the cast-in-place concrete beam 110, and one end of the aluminum mold body 1 can be supported on the beam side aluminum mold 120. Simultaneously, this a connecting piece 3 for supporting steel bar truss building carrier plate's aluminium mould subassembly is convenient for can dismantle with steel bar truss building carrier plate 130 and be connected, section bar spare 2 both is convenient for bear connecting piece 3, be convenient for again with be used for supporting steel bar truss building carrier plate's aluminium mould subassembly firm connection, make the aluminium mould subassembly for supporting steel bar truss building carrier plate can take off the turnover use from steel bar truss building carrier plate 130 after the construction, the on-the-spot erection of constructor of both being convenient for, still improved the turnover number of times that is used for supporting the aluminium mould subassembly of steel bar truss building carrier plate, and the material consumption is saved, and construction cost is reduced.
In some embodiments, as shown in fig. 2-4, the height of the connecting piece 3 is greater than the height of the profile piece 2.
It can be understood that the amount of consumed materials of the profile 2 can be reduced through the above-mentioned structural arrangement, thereby reducing the production cost of the aluminum die assembly for supporting the steel bar truss floor deck. Meanwhile, the phenomenon that the section bar 2 jacks up the steel bar truss floor bearing plate 130 and a gap exists between the connecting piece 3 and the steel bar truss floor bearing plate 130 when the connecting piece 3 is connected with the steel bar truss floor bearing plate 130 can be avoided, and the stability of the aluminum die assembly for supporting the steel bar truss floor bearing plate when the aluminum die assembly is connected with the steel bar truss floor bearing plate 130 is further enhanced.
In some embodiments, as shown in fig. 2 to 4, the aluminum die assembly for supporting the steel bar truss floor slab further comprises a fastener 4, the fastener 4 is arranged on the side wall of the profile member 2 in a penetrating manner, one end of the fastener 4 is embedded in the connecting member 3, and the other end of the fastener 4 is locked on the aluminum die body 1.
It can be understood that, can realize connecting piece 3 through above-mentioned structure setting, firm the connection between 1 three of section bar spare 2 and aluminium mould body, the inner structure who uses in the aluminium mould subassembly of support steel bar truss building carrier plate also can remain stable state when bearing load, and then ensure the bearing load that can be stable when the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate connects steel bar truss building carrier plate 130, obviously reduce the possibility that is used for the aluminium mould subassembly of support steel bar truss building carrier plate to damage in the use.
In some embodiments, as shown in fig. 2 to 4, the fastener 4 includes a bolt 41 and a nut 42, the head of the bolt 41 is embedded in the connecting member 3, and the nut 42 is used for locking the bolt 41 to the aluminum die body 1.
It can be understood that the cooperation between the bolts 41 and the nuts 42 can ensure that the fastener 4 can be stably connected with the section bar 2, the connecting piece 3 and the aluminum mould body 1, the possibility of relative displacement among the three is effectively reduced, and the aluminum mould assembly has the advantages of simple and easy operation and low cost, so that the production cost of the aluminum mould assembly for supporting the steel bar truss floor bearing plate is reduced. Simultaneously, the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate who uses bolt 41, nut 42 to connect also can dismantle after construction engineering and become mutually independent section bar spare 2, connecting piece 3 and aluminium mould body 1 and use as other usage to the turnover efficiency of the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate has further been improved.
Of course, in other embodiments of the present invention, the section bar 2, the connecting member 3 and the aluminum mold body 1 may be connected by welding or a combination of different connecting methods, which is not limited in detail herein.
In some embodiments, as shown in fig. 3, the fastening member 4 is provided in plurality, and the plurality of fastening members 4 are arranged at intervals along the length direction of the profile member 2.
It will be appreciated that a plurality of fasteners 4 can further enhance the effect of the connection between the timber members 2, the connecting member 3 and the aluminium mould body 1.
In some embodiments, the connector 3 comprises wood.
It can be understood that the flitch has advantages such as light, stability is good, anti-bending and anti-corrosion excellence, and is convenient for can dismantle with steel bar truss floor bearing plate 130 and be connected and bear steel bar truss floor bearing plate 130 to the aluminium mould subassembly that is used for supporting steel bar truss floor bearing plate has improved the support effect to steel bar truss floor bearing plate 130.
In some embodiments, the profile element 2 comprises a channel or an i-steel.
It can be understood that channel-section steel or I-steel all have higher intensity and steadiness, can be convenient for be used for supporting steel bar truss building carrier plate's aluminium mould subassembly's many times turnover to use to this an aluminium mould subassembly for supporting steel bar truss building carrier plate's economic benefits has been improved.
In some embodiments, as shown in fig. 1 and 2, the aluminum mold assembly for supporting the steel-bar truss flooring plate further includes a locking member 5, and the locking member 5 is used to lock the connecting member 3 to the steel-bar truss flooring plate 130.
It can be understood that retaining member 5 wears to establish in steel bar truss building carrier plate 130 and inlays and establish in connecting piece 3, and retaining member 5 can further improve the relation of connection between aluminum mould subassembly and the steel bar truss building carrier plate 130 that is used for supporting steel bar truss building carrier plate, and the construction of being convenient for will be used for supporting the aluminum mould subassembly of steel bar truss building carrier plate to dismantle the turnover use from steel bar truss building carrier plate 130 after finishing. Optionally, retaining member 5 includes a nail, and the nail is low in cost and easy to install, and simultaneously, when connecting member 3 includes the flitch, the nail can be stable inlay establishes in the flitch, makes can firm connection between steel bar truss floor deck 130 and the flitch.
In some embodiments, as shown in fig. 2, the aluminum mold assembly for supporting the steel bar truss floor deck further includes a support member 6, and the support member 6 is used for supporting the aluminum mold body 1.
It can be understood that the supporting member 6 can further reinforce the support of the aluminum mold assembly for supporting the steel bar truss floor deck to the load of the concrete floor slab 100, thereby reducing the bending or displacement phenomenon of the steel bar truss floor deck 130 and improving the stability of the steel bar truss floor deck 130.
A support assembly comprising the aluminum mold assembly for supporting a steel bar truss floor deck as described above and a steel bar truss floor deck 130. Steel bar truss building carrier plate 130's one end links to each other with preceding aluminium mould subassembly that is used for supporting steel bar truss building carrier plate, and steel bar truss building carrier plate 130 is used for bearing concrete floor 100, and steel bar truss building carrier plate 130's the one end that is equipped with the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate is laminated with cast-in-place concrete roof beam 110, and aluminium mould body 1 ends on cast-in-place concrete roof beam 110's roof beam side aluminium mould 120.
According to the utility model discloses strutting arrangement, owing to have in the preamble the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate, the load that bears concrete floor 100 that can stabilize improves construction engineering's quality and security, can take off the aluminium mould subassembly that is used for supporting steel bar truss building carrier plate after the construction is accomplished simultaneously and have enough to meet the need the use, reduce construction cost.
In the description herein, references to the description of "some embodiments," "other embodiments," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (10)
1. The utility model provides an aluminium mould subassembly for supporting steel bar truss building carrier plate, concrete floor (100) have cast-in-place concrete roof beam (110), be equipped with beam side aluminium mould (120) on cast-in-place concrete roof beam (110) global, concrete floor (100) below is equipped with steel bar truss building carrier plate (130), the aluminium mould subassembly for supporting steel bar truss building carrier plate is established being close of steel bar truss building carrier plate (130) the below of the one end of cast-in-place concrete roof beam (110) and with steel bar truss building carrier plate (130) can be dismantled continuously, its characterized in that, the aluminium mould subassembly for supporting steel bar truss building carrier plate includes:
the steel bar truss floor bearing plate (130) is supported on the aluminum die body (1), and one end of the aluminum die body (1) is attached to the beam side aluminum die (120);
the aluminum die comprises a profile piece (2), wherein a groove is formed in the profile piece (2), the groove is formed in the length direction of the profile piece (2), and the profile piece (2) is detachably connected with an aluminum die body (1);
the connecting piece (3) is matched in the groove and detachably connected with the steel bar truss floor bearing plate (130), so that the section piece (2) is connected with the steel bar truss floor bearing plate (130).
2. An aluminium mould assembly for supporting a steel bar truss floor deck as claimed in claim 1 wherein the height of the connecting member (3) is greater than the height of the profile member (2).
3. The aluminum die assembly for supporting the steel bar truss floor deck according to claim 1, wherein the aluminum die assembly for supporting the steel bar truss floor deck further comprises a fastener (4), the fastener (4) is arranged on the side wall of the section bar piece (2) in a penetrating mode, one end of the fastener (4) is embedded in the connecting piece (3), and the other end of the fastener is locked on the aluminum die body (1).
4. The aluminum die assembly for supporting a steel bar truss floor deck according to claim 3, wherein the fastening member (4) comprises a bolt (41) and a nut (42), the head of the bolt (41) is embedded in the connecting member (3), and the nut (42) is used for locking the bolt (41) on the aluminum die body (1).
5. An aluminium mould assembly for supporting a steel bar truss floor deck as claimed in claim 3, wherein the fasteners (4) are plural, and the plural fasteners (4) are arranged at intervals along the length direction of the section bar member (2).
6. The aluminum die assembly for supporting a steel bar truss floor deck according to claim 1, wherein the connecting member (3) comprises a batten.
7. An aluminium mould assembly for supporting a steel bar truss floor deck as claimed in claim 1 wherein the profile member (2) comprises channel steel or i-steel.
8. The aluminum die assembly for supporting a steel bar truss floor deck according to claim 1, wherein the aluminum die assembly for supporting a steel bar truss floor deck further comprises a locking member (5), and the locking member (5) is used for locking the connecting member (3) on the steel bar truss floor deck (130).
9. The aluminum die assembly for supporting a steel bar truss floor deck according to claim 1, wherein the aluminum die assembly for supporting a steel bar truss floor deck further comprises a support member (6), and the support member (6) is used for supporting the aluminum die body (1).
10. A support device, comprising:
the aluminum die assembly for supporting a steel bar truss floor deck as recited in any one of claims 1 to 9;
a steel bar truss floor support plate (130), one end of the steel bar truss floor support plate (130) is connected with the aluminum mold assembly for supporting the steel bar truss floor support plate according to any one of claims 1 to 9, the steel bar truss floor support plate (130) is used for supporting the concrete floor (100), one end of the steel bar truss floor support plate (130) provided with the aluminum mold assembly for supporting the steel bar truss floor support plate is attached to the cast-in-place concrete beam (110), and the aluminum mold body (1) abuts against the beam side aluminum mold (120) of the cast-in-place concrete beam (110).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021253976.7U CN212773450U (en) | 2020-06-30 | 2020-06-30 | Aluminum die assembly for supporting steel bar truss floor bearing plate and supporting device |
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| CN202021253976.7U CN212773450U (en) | 2020-06-30 | 2020-06-30 | Aluminum die assembly for supporting steel bar truss floor bearing plate and supporting device |
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| CN212773450U true CN212773450U (en) | 2021-03-23 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109036A (en) * | 2021-10-20 | 2022-03-01 | 中建八局轨道交通建设有限公司 | Auxiliary mounting device for concrete beam slab template and beam slab template mounting method |
-
2020
- 2020-06-30 CN CN202021253976.7U patent/CN212773450U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109036A (en) * | 2021-10-20 | 2022-03-01 | 中建八局轨道交通建设有限公司 | Auxiliary mounting device for concrete beam slab template and beam slab template mounting method |
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