CN2370080Y - Face plate for concrete plate - Google Patents
Face plate for concrete plate Download PDFInfo
- Publication number
- CN2370080Y CN2370080Y CN 97231791 CN97231791U CN2370080Y CN 2370080 Y CN2370080 Y CN 2370080Y CN 97231791 CN97231791 CN 97231791 CN 97231791 U CN97231791 U CN 97231791U CN 2370080 Y CN2370080 Y CN 2370080Y
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- panel
- reinforcement
- reinforcing bar
- upper supporting
- plate
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Abstract
The utility model relates to a face plate for a concrete plate, wherein, an upper bearing plate is connected and formed with a plurality of upper bearing beams. The utility model is arranged between beams of a steel structure and a reinforced concrete plate structure of a common building, the construction operation and the decoration operation can be carried out simultaneously, and thus a concrete plate can be formed. The utility model is characterized in that the utility model provides a face plate for a concrete plate which has the following effects that a lattice reinforcing bar is connected along the left and the right sides in a Z-shaped bending mode on top and bottom reinforcement bars by the upper bearing beams which are connected and formed on the upper bearing plate, the material consumption of the lattice reinforcing bar can be obviously decreased, the contact area can be ensured simultaneously, and thus the utility model has good welding operating performance and welding fastness. Vertical fixing reinforcement bars are connected at one side of reinforcement bars at top and bottom of the upper bearing beams, and thus higher operating performance of installation and connecting fastness on a steel structure or a reinforcement bar frame which can be used for forming a beam can be obtained.
Description
The present invention relates to a kind of panel, in this panel, many upper supporting beams on top deck, have been connected to form, it is arranged between the steel work, the Liang Yuliang in the reinforced concrete slab structure thing of buildings in general, can carry out construction operation and decorative operation simultaneously, and then can constitute concrete slab, the present invention relates to the panel that a kind of concrete slab is used specifically, the material consumption of upper supporting beam wherein is less, because the contact area can guarantee to weld the time has fastness thereby can make to connect.
In general, reinforced concrete structure is that concrete and tensile materials are the composite construction that reinforcing bar forms for adopting compression-resistant material, it forms by following step, interim assembling forms the template of concrete external surface, lay reinforcing bar on this template, concrete perfusion afterwards is when maintenance finishes, stripping, above-mentioned reinforced concrete structures constitutes the main body of building structure.
Because the said structure thing adopts the interim assembly templates of parts such as veneer, angle steel, after the forming step and concrete curing of having carried out arrangement of reinforcement operation thereon, need be with the form removal operation of above-mentioned form removable, the required like this duration is longer.
Particularly the said structure thing can produce following problem, promptly be easy to be attached on the concrete surface owing to template, obvious like this when the dismounting template, be difficult to template is pulled down, be accompanied by above-mentioned situation, because the generation of the surface of works is bad, then require to carry out other incrustation operation, and the above-mentioned template that is formed by the relatively poor material of endurance is damaged during because of form removal, thereby is difficult to reuse, and then can cause waste of lot of materials etc.
As a kind of improvement technical scheme at above-mentioned prior art, people have proposed not adopt the method for above-mentioned template, promptly in statu quo are used as the method for the part of concrete structure with the works that is used to form the concrete external surface.
In above-mentioned method, most popular is the method that adopts top deck, its advantage is: because this method is only by being set up in top deck the mode between the Liang Yuliang, carry out the operation that is provided with of this top deck one by one, thereby need not interim assembly template and dismounting template operation, can be operating personnel safe working space is provided, because independent safety net etc. needn't be set, thus can shorten the whole duration greatly.
But, compared with the prior art, adopt the method for above-mentioned top deck to have following problems, though promptly need not assembly template and dismounting template operation, but need independent arrangement of reinforcement so as to guarantee the intensity of top deck and top deck and concrete between firm the connection, form work engineering with general is different like this, needs more flow chart.
So people have developed the technical scheme of existing variety of issue in the technology that many solutions adopt above-mentioned top deck.
At first, in Fig. 1, owing to can provide following panel, this panel has been connected to form many upper supporting beams (10), this upper supporting beam (10) constitutes in the following manner, this mode is: upward be provided with along the top in relative mode at top deck (20), bottom reinforcement bars (12), (14), (14 ') outside is 2 lattice arrangements of reinforcement (15) of skewed extension, (15 '), like this by above-mentioned panel being arranged between beam (H) and the beam (H), just can finish it operation is set, therefore need not to carry out independent arrangement of reinforcement, make flow chart reach minimum, thereby can effectively improve operation, and can effectively shorten the duration of structure construction.
But, above-mentioned panel has such problem, this problem is: it forms following structure, in this structure, above-mentioned upper supporting beam (10) is formed with lattice arrangement of reinforcement (15) in relative mode, (15 '), this lattice arrangement of reinforcement (15), (15 ') supporting top rebars (12) and many root bottom parts reinforcing bar (14), (14 '), owing to adopt too much above-mentioned lattice arrangement of reinforcement (15), (15 '), can cause waste of material like this, because the welding times that this lattice arrangement of reinforcement is welded increases, thereby operation is relatively poor, can cause the rising of manufacturing cost like this, the lattice arrangement of reinforcement (15) that is oppositely arranged in above-mentioned upper supporting beam (10), be formed with the space between (15 '), when fluid concrete, aggregate is not easy to flow into above-mentioned space.
In addition, in Fig. 2, because such panel can be provided, this panel is by laterally auxiliary lattice arrangement of reinforcement (17), be connected to form upper supporting beam (10), this upper supporting beam (10) constitutes in the following manner, this mode is: on top deck (20), at the top, bottom reinforcement bars (12), (14) be connected with lattice arrangement of reinforcement (15) in mode between along bending up and down, top curved portion in this lattice arrangement of reinforcement (15) is connected with the bottom of top rebars (12), and its bottom bend portion is connected with the top of bottom reinforcement bars (14), compare with the panel of Fig. 1 like this, the material consumption of the lattice arrangement of reinforcement (15) in the panel of Fig. 2 is less, concrete pouring practice is easier to, although but lattice arrangement of reinforcement (15) is connected in the top, bottom reinforcement bars (12), (14) between, and above-mentioned upper supporting beam (10) is being connected in top deck (20) when going up, because its contact area is less, obviously above-mentioned connection operation is relatively poor, thereby connectivity robustness is relatively poor, above-mentioned in addition upper supporting beam (10) also has such problem, the laterally auxiliary lattice arrangement of reinforcement (17) that promptly supports this upper supporting beam (10) can cause material consumption, weld job and firm welding reduction.
Existing variety of issue proposes in the above-mentioned prior art in order fundamentally to solve in the present invention, the object of the present invention is to provide a kind of panel, in this panel, many are connected to form in the upper supporting beam on the top deck on top, bottom reinforcement bars, be connected with a lattice arrangement of reinforcement in the mode that is " it " oxbow along left and right sides, the material usage of lattice arrangement of reinforcement reduces like this, in addition owing to can guarantee contact area, thereby can have good weld job and firm welding.
In addition, another object of the present invention is to provide a kind of panel, in this panel, side at the top and bottom reinforcing bar of above-mentioned upper supporting beam has been connected to form the vertical fixing reinforcing bar, has good, operation being set and fastness is set on steel work that forms beam or steel concrete like this.
With reference to the accompanying drawings the preferred embodiments of the present invention that realize above-mentioned purpose are specifically described.
Fig. 1 is the phantom drawing of the 1st embodiment of existing panel;
Fig. 2 is the Facad structure figure of other embodiment of existing panel;
Fig. 3 and Fig. 4 represent upper supporting beam of the present invention, and wherein Fig. 3 is illustrated in the form that two ends are formed with the vertical fixing reinforcing bar, and Fig. 4 is illustrated in the form that two ends are formed with crooked fixedly reinforcing bar;
Fig. 5 is the construction profile of the 1st embodiment of panel of the present invention;
Fig. 6 is the construction profile of other embodiment of panel of the present invention;
Fig. 7 is in the construction profile that user mode is set shown in Figure 3;
Fig. 8 is in the construction profile that user mode is set shown in Figure 4.
Shown in Fig. 3,4,5 and 6, concrete slab of the present invention has been connected to form many upper supporting beams (10) with panel on top deck (20).
In above-mentioned upper supporting beam (10), a lattice arrangement of reinforcement (15) is gone up at top rebars (12) and bottom reinforcement bars (14) with " it " word shape and is extended, with the leg (34) of support (32), (32 ') and the along continuous straight runs bending of the mode bending top rebars (12), (14) embraced from the outside, (34 ') with about stagger and relative mode connects.
At this moment, above-mentioned leg (34), (34 ') be towards the lateral direction bending of bottom reinforcement bars (14), or towards with its opposed inside direction bending.
In addition, above-mentioned panel (10) is provided with vertical fixing reinforcing bar (40) or vertical fixing reinforcing bar (40 ') in the one or both sides of top rebars (12), (14), as shown in Figure 3, the top of above-mentioned vertical fixing reinforcing bar (40) is connected with top rebars (12), the intermediate portion is connected with bottom reinforcement bars (14), as shown in Figure 4, the top of above-mentioned vertical fixing reinforcing bar (40 ') is connected with bottom reinforcement bars (12), (14) with the top respectively with pars intermedia, and bend (42) is formed on its bottom.
Above-mentioned top deck (20) forms by having the strong material of corrosion resistance, as shown in Figure 5, it is connected to form by recess (22) and protuberance (23), this top deck constitutes in the following manner, promptly the end face at recess (22) is connected with upper supporting beam (10) by the mode that forms flange part (25), or constitutes in the following manner, as shown in Figure 6, promptly form flange part (25) having between a plurality of lift units (26) of the regulation discrepancy in elevation, on this flange part (25), be connected with upper supporting beam (10).
Below the effect of the present invention that constitutes in the manner described above is described.
Because the upper supporting beam (10) of the formation panel among the present invention is the mode with the bending of " it " word shape a lattice arrangement of reinforcement (15) is connected on top, bottom reinforcement bars (12), (14), and support (32), (32 ') connect at left and right side longitudinally in the mode top, bottom reinforcement bars (12), (14) embraced from the outside, can reduce the material consumption of lattice arrangement of reinforcement (15) like this, in addition can guarantee under the bigger situation of contact area between top, bottom reinforcement bars (12), (14) and the lattice arrangement of reinforcement (15) its welding is fixing.
In addition, because at above-mentioned upper supporting beam (10) and top deck (20) when being connected, leg (34) that can be by the along continuous straight runs bending, (34 '), guarantee under above-mentioned upper supporting beam (10) and the bigger situation of the contact area of top deck (20) its welding is fixing, compare with the prior art of Fig. 2 like this, even do not adopt auxiliary lattice arrangement of reinforcement (17), still can realize fixedly securing.
In the manner described above, the top deck (20) that is fixedly connected with upper supporting beam (10) securely can be provided with use by the mode of being selected by the structure member of the beam that constitutes building (H), (H ').
At first, at above-mentioned beam (H) is the occasion of steel work, as shown in Figure 7, can adopt panel with vertical fixing reinforcing bar (40), at an end bearing of panel in the top of beam (H) side, the bottom of vertical fixing reinforcing bar (40) is positioned under the state on top of beam (H), by the bottom of above-mentioned beam (H) with vertical fixing reinforcing bar (40) is connected, then can panel be fixed on the beam (H) simply securely.
At this moment, panel can be connected and fixed on also relative with the opposite side of upper supporting beam (10) beam (H).
In addition, when above-mentioned beam (H) is reinforced concrete structure, as shown in Figure 8, can adopt the panel of vertical fixing reinforcing bar (40 '), under state, in order to form skeleton (H to beam (H ') concrete perfusion with formation bend (42)
1) and template (H
2), by on skeleton or template, setting up the bend (42) of vertical fixing reinforcing bar (40 '), can simply securely panel (10) be fixed on the beam (H ').
At this moment, skeleton that can be by panel rack being located at also relative with the opposite side of above-mentioned upper supporting beam (10) beam (H ') or the mode panel on the template are fixed.
In the manner described above, under panel is arranged at state on beam (H), (H '), if after its top is provided with steel mesh reinforcement, concrete perfusion, armored concrete slab can be formed on the top that then comprises panel (10), decorative cover is made by the bottom surface of top deck (20) in its bottom, and finally forms concrete slab.
As top detailed description, panel of the present invention has following effect, many be connected to form upper supporting beam on top deck with a lattice arrangement of reinforcement with at the top, on the bottom reinforcement bars, along a left side, the mode that the right side is " it " oxbow connects, obviously can reduce the material consumption of lattice arrangement of reinforcement like this, simultaneously owing to can guarantee contact area, thereby have good weld job and firm welding, top and bottom reinforcing bar one side at above-mentioned upper supporting beam is connected with the vertical fixing reinforcing bar, thereby can obtain the higher operation and the connectivity robustness of installing on steel work that forms beam or cage of reinforcement.
Claims (2)
1. the panel that concrete slab is used in this panel, is connected to form many upper supporting beams (10) on top deck (20), and this upper supporting beam (10) has been connected to form lattice arrangement of reinforcement (15) on top rebars (12) and bottom reinforcement bars (14), it is characterized in that:
In above-mentioned upper supporting beam (10), a lattice arrangement of reinforcement (15) is " it " word shape and extends on top, bottom reinforcement bars (12), (14), with will from the outside embrace top, bottom reinforcement bars (12), (14) the mode bending support (32), (32 ') and along continuous straight runs bending leg (34), (34 ') with about relatively and the mode that staggers connect, the both sides of above-mentioned upper supporting beam (10) have vertical fixing reinforcing bar (40), the top of this vertical fixing reinforcing bar (40) is connected with top rebars (12), and the intermediate portion is connected with bottom reinforcement bars (14).
2. the panel that concrete slab according to claim 1 is used is characterized in that the bottom of above-mentioned vertical fixing reinforcing bar (40 ') is bending, thereby forms bend (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97231791 CN2370080Y (en) | 1997-12-31 | 1997-12-31 | Face plate for concrete plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97231791 CN2370080Y (en) | 1997-12-31 | 1997-12-31 | Face plate for concrete plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2370080Y true CN2370080Y (en) | 2000-03-22 |
Family
ID=33943915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97231791 Expired - Fee Related CN2370080Y (en) | 1997-12-31 | 1997-12-31 | Face plate for concrete plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2370080Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1324198C (en) * | 2004-04-01 | 2007-07-04 | 蔡耀中 | Shape steel-concrete combined beam |
| CN104878872A (en) * | 2015-05-19 | 2015-09-02 | 华南理工大学 | Ultra-high performance concrete cover plate with truss structure framework and production method of ultra-high performance concrete cover plate |
-
1997
- 1997-12-31 CN CN 97231791 patent/CN2370080Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1324198C (en) * | 2004-04-01 | 2007-07-04 | 蔡耀中 | Shape steel-concrete combined beam |
| CN104878872A (en) * | 2015-05-19 | 2015-09-02 | 华南理工大学 | Ultra-high performance concrete cover plate with truss structure framework and production method of ultra-high performance concrete cover plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |