CN212613735U - Non-dismantling formwork for caisson cement cover plate - Google Patents
Non-dismantling formwork for caisson cement cover plate Download PDFInfo
- Publication number
- CN212613735U CN212613735U CN202021201346.5U CN202021201346U CN212613735U CN 212613735 U CN212613735 U CN 212613735U CN 202021201346 U CN202021201346 U CN 202021201346U CN 212613735 U CN212613735 U CN 212613735U
- Authority
- CN
- China
- Prior art keywords
- caisson
- reinforcing bar
- template
- flat plate
- cover plate
- 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.)
- Expired - Fee Related
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- 239000004568 cement Substances 0.000 title claims abstract description 22
- 238000009415 formwork Methods 0.000 title claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 41
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 7
- 239000000919 ceramic Substances 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000011083 cement mortar Substances 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 238000007711 solidification Methods 0.000 abstract description 2
- 230000008023 solidification Effects 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 6
- 239000010410 layer Substances 0.000 description 4
- 239000011247 coating layer Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 230000003044 adaptive effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model relates to a exempt from to tear open template of caisson cement apron, including the flat body, still include the template reinforcing bar, the unsettled setting of interlude of template reinforcing bar is on the flat body, the upper surface of the flat body sets up the reinforcing bar seat, the reinforcing bar seat is equipped with the jack, the both ends of template reinforcing bar buckle downwards and with the jack tight fit is connected. The utility model discloses an exempt from to tear open template unit plate body adopts hole form strengthening rib structure, arranges vertically and horizontally staggered's template reinforcing bar on the board, and adjacent template unit passes through the steel bar connection, and its structure scientific and reasonable wholly can satisfy the bearing requirement of heavy case cement lid with cement mortar solidification back.
Description
Technical Field
The utility model relates to a bathroom construction technical field, more specifically say, relate to a mould is exempted from to tear open of caisson cement apron.
Background
At present, a toilet caisson is a structural mode commonly used in the development process of a commercial room, and a structural layer of the toilet is partially or wholly sunk to a certain height (generally 35-40cm) corresponding to a floor when a main body of the toilet is built so that a horizontal drainage pipeline of the toilet is buried in the toilet. The existing caisson type toilet is generally made into a waterproof coating layer, then the waterproof coating layer is filled with waste foam, construction waste, ceramsite or slag, the filling layer is leveled, and then the waterproof coating layer is paved with reinforced cement mortar. This processing mode has increaseed the building bearing undoubtedly, and moreover, the building rubbish water absorption rate is very big, and the edges and corners is too many destroys original waterproof layer and drainage pipe easily, still easily because fill not closely knit, and long-time pressurized can cause the rendering coat to sink and appear the crack, leads to caisson ponding.
Another way to treat the caisson in the toilet is to build up a latticed support with bricks in the caisson and lay the caisson lid concrete pre-form flat on the latticed support. However, according to the technical scheme, the caisson cover cement prefabricated part needs to be manufactured in advance according to the size of the caisson, namely, a special construction worker needs to make a cement cover plate on a construction site through a simple template, uncontrollable factors are brought to the progress control of the whole construction period, and the labor cost is increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a formwork of exempting from to tear open of caisson cement apron to alleviate building caisson bearing, reduce house fitment cost, shorten construction period, in order to overcome the not enough of prior art.
The technical proposal of the utility model for solving the technical problem is that: the utility model provides a caisson cement apron exempt from to tear open template, includes the dull and stereotyped body, still includes the template reinforcing bar, the unsettled setting of interlude of template reinforcing bar is on the dull and stereotyped body, the upper surface of the dull and stereotyped body sets up the reinforcing bar seat, the reinforcing bar seat is equipped with the jack, the both ends of template reinforcing bar buckle downwards and with the jack tight fit is connected.
The upper surface of the flat plate body is integrally formed with reinforcing ribs.
The reinforcing ribs are in a grid shape, so that a filling pit is formed on the upper surface of the flat plate body.
The middle section of the template reinforcing bar is horizontally arranged and is 1cm-8cm away from the flat plate body.
The upper surface of the flat plate body is provided with template steel bars in a hanging mode, the four sides of the flat plate body are provided with connecting seats, connecting steel bars are inserted into the connecting seats in an adaptive mode, and every two adjacent flat plate bodies are spliced through the connecting steel bars.
Screw holes are arranged on four sides of the flat plate body.
And the lower surface of the flat plate body is integrally formed with a second reinforcing rib.
The flat plate body is made of plastic or metal or ceramic or a composite plate.
The utility model has the advantages that:
the utility model discloses an exempt from to tear open template and tile on the latticed support of bathroom caisson after can splicing, as the cement concrete form of caisson lid, pack cement mortar on it and combine into an integral structure with the frame of cement sheet layer, caisson after solidifying the shaping, need not demolish.
Because the utility model discloses an exempt from to tear open has arranged the reinforcing bar with great ease on the template, consequently, need not to prepare the reinforcing bar in addition when filling out the mortar, also need not to prepare the wood system template commonly used among the prior art, makes the building caisson handle convenient more save time to reduce whole engineering cost, saved the manpower, improved efficiency.
The utility model discloses a bottom plate (the plateform body) of exempting from to tear open template unit adopts hole form strengthening rib structure, arranges vertically and horizontally staggered's template reinforcing bar on the bottom plate, and adjacent template unit passes through steel bar connection, and its structure scientific and reasonable wholly can satisfy the bearing requirement of caisson cement lid with cement mortar solidification back.
Drawings
Figure 1 is the non-dismantling formwork structure axonometric view of caisson cement apron of the utility model.
Fig. 2 is a front view of the non-dismantling formwork of the present invention.
Fig. 3 is a left side view of the non-dismantling formwork of the present invention.
Fig. 4 is a rear view of the non-dismantling formwork of the present invention.
Fig. 5 is the utility model discloses a exempt from to tear open template polylith concatenation sketch map.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.
Referring to fig. 1-5, the utility model discloses a exempt from to tear open template unit 10 of caisson cement apron, including the flat body 1, the unsettled template reinforcing bar (2, 3) that is provided with of upper surface of the flat body 1, the upper surface of the flat body 1 sets up reinforcing bar seat 15, reinforcing bar seat 15 is equipped with the jack, the both ends of template reinforcing bar (2, 3) are the down-turned section, it is connected with the jack tight fit, the interlude of template reinforcing bar (2, 3) is the horizontally, the horizontal segment is the main part of template reinforcing bar (2, 3), the horizontal segment is 1cm-8cm apart from the flat body, wherein, horizontal bar reinforcing bar 2 is a little higher than vertical bar reinforcing bar 3, both mutually noninterfere.
The template reinforcing steel bars are respectively transverse reinforcing steel bars 2 and longitudinal reinforcing steel bars 3 which are suspended above the flat plate body 1 in a criss-cross mode, so that the concrete can reach certain strength after being solidified.
Furthermore, the upper surface of the plate body 1 is integrally formed with reinforcing ribs 12, and the reinforcing ribs 12 are in a grid shape, so that a filling pit 11 is formed on the upper surface of the plate body 1 to allow cement mortar to be better combined with the plate body.
Furthermore, the lower surface of the flat plate body 1 is integrally formed with second reinforcing ribs 121, the second reinforcing ribs 121 in a grid shape are distributed on the surface of the flat plate body 1 to form a grid 111, and the second reinforcing ribs 121 are arranged on the lower surface, so that the strength of the flat plate body 1 is higher, the requirement on the thickness of the flat plate body is reduced, the flat plate body can be designed in a thinning manner, and raw materials are saved.
Furthermore, the four sides of the flat plate bodies 1 are respectively provided with a connecting seat 13, the connecting reinforcing steel bars 4 are adaptive to be inserted into the connecting seats 13, and every two adjacent flat plate bodies 1 are spliced through the connecting reinforcing steel bars 4, so that the flat connection of a plurality of non-dismantling formwork units 10 is realized, and the non-dismantling formwork units can adapt to the specifications of caissons with different sizes. The splicing seams of two adjacent non-removable formwork units 10 are located on the grid-like supports (usually short brick walls) in the caisson, so that the non-removable formworks are safely supported. Screw holes 5 are arranged on four sides of the flat plate body 1 to increase the mounting and fixing mode of the non-dismantling template. That is, the non-dismantling formwork units 10 may be connected in a flat manner by connecting reinforcing bars 4, or the non-dismantling formwork units 10 may be fixed to the lattice supports by screws.
Further, the plate body 1 is made of plastic or metal or ceramic or composite plate.
The above embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be equivalent replacement modes, and all are included in the scope of the present invention.
Claims (8)
1. The utility model provides a exempt from to tear open template of caisson cement apron, includes dull and stereotyped body (1), its characterized in that: still include template reinforcing bar (2, 3), the unsettled setting of interlude of template reinforcing bar (2, 3) is on dull and stereotyped body (1), the upper surface of dull and stereotyped body (1) sets up reinforcing bar seat (15), reinforcing bar seat (15) are equipped with the jack, the both ends of template reinforcing bar (2, 3) buckle downwards and with the jack tight fit is connected.
2. The disassembly-free formwork for the caisson cement cover plate of claim 1, wherein: the upper surface of the flat plate body (1) is integrally formed with a reinforcing rib (12).
3. The disassembly-free formwork for the caisson cement cover plate of claim 2, wherein: the reinforcing ribs (12) are in a grid shape, so that filling pits (11) are formed on the upper surface of the flat plate body (1).
4. The disassembly-free formwork for the caisson cement cover plate of claim 3, wherein: the middle sections of the template reinforcing bars (2 and 3) are horizontally arranged, and the distance between the middle sections and the flat plate body is 1cm-8 cm.
5. The disassembly-free formwork for the caisson cement cover plate of claim 4, wherein: the four sides of the flat plate body (1) are respectively provided with a connecting seat (13), the connecting reinforcing steel bars (4) are inserted into the connecting seats (13) in a matching mode, and every two adjacent flat plate bodies (1) are spliced through the connecting reinforcing steel bars (4).
6. The disassembly-free formwork for the caisson cement cover plate according to claim 4 or 5, wherein: screw holes (5) are arranged on four sides of the flat plate body (1).
7. The disassembly-free formwork for the caisson cement cover plate of claim 6, wherein: and a second reinforcing rib (121) is integrally formed on the lower surface of the flat plate body (1).
8. The disassembly-free formwork for the caisson cement cover plate of claim 6, wherein: the flat plate body (1) is made of plastic or metal or ceramic or a composite plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021201346.5U CN212613735U (en) | 2020-06-27 | 2020-06-27 | Non-dismantling formwork for caisson cement cover plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021201346.5U CN212613735U (en) | 2020-06-27 | 2020-06-27 | Non-dismantling formwork for caisson cement cover plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212613735U true CN212613735U (en) | 2021-02-26 |
Family
ID=74743720
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021201346.5U Expired - Fee Related CN212613735U (en) | 2020-06-27 | 2020-06-27 | Non-dismantling formwork for caisson cement cover plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212613735U (en) |
-
2020
- 2020-06-27 CN CN202021201346.5U patent/CN212613735U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210226 |