CN221168693U - Be used for box structure bottom surface clear water concrete construction template - Google Patents
Be used for box structure bottom surface clear water concrete construction template Download PDFInfo
- Publication number
- CN221168693U CN221168693U CN202323131165.6U CN202323131165U CN221168693U CN 221168693 U CN221168693 U CN 221168693U CN 202323131165 U CN202323131165 U CN 202323131165U CN 221168693 U CN221168693 U CN 221168693U
- Authority
- CN
- China
- Prior art keywords
- steel
- explosion
- steel sheet
- box structure
- die
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 118
- 239000010959 steel Substances 0.000 claims abstract description 118
- 239000012528 membrane Substances 0.000 claims abstract description 17
- 239000002023 wood Substances 0.000 claims abstract description 15
- 238000009415 formwork Methods 0.000 claims description 24
- 239000002390 adhesive tape Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 239000013505 freshwater Substances 0.000 claims 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000004040 coloring Methods 0.000 abstract description 6
- 239000010410 layer Substances 0.000 abstract description 5
- 238000005452 bending Methods 0.000 abstract description 4
- 239000011241 protective layer Substances 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 5
- 239000012634 fragment Substances 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a construction template for box-type structure bottom surface clear water concrete, which comprises a wood template base, a steel template and an explosion-proof membrane, wherein the wood template base, the steel template and the explosion-proof membrane are sequentially arranged from bottom to top; compared with the prior art, the utility model reduces the phenomenon of forming a splice joint by splicing the traditional single wood die through the three-layer structure of the wood die base, the steel plate die and the explosion-proof film, uses the explosion-proof film as the contact surface with concrete to achieve smooth surface good demoulding, avoids demoulding damage and coloring caused by the adhesion of the die plate and the concrete surface due to the fact that the die plate cannot be disassembled for a long time when the beam plate bottom die is adopted, increases the bending strength of the die plate, increases the steel plate layer, increases the clamping device to enable the steel plate die to be tightly attached to each other to reduce gaps, and avoids producing cushion block marks by hanging a reinforcing steel bar component above the explosion-proof film to replace the traditional mode to be used as a protective layer cushion block, thereby achieving a seamless effect by generally removing the problems of marks, coloring and damage of the finished concrete.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a clear water concrete construction template for the bottom surface of a box structure of a house building.
Background
With the improvement of life quality, people put higher demands on the overall aesthetic property of the building engineering. In the construction of building engineering, the bare concrete is widely applied because of strong practicability and good decorative performance. And the bare concrete belongs to typical green concrete, and is quite in line with the existing environment-friendly concepts of low carbon, energy conservation and the like. At present, the clear water facing effect of the building design at home and abroad is mainly a smooth surface, but some designers can pursue a perfect seamless clear water concrete effect for natural aesthetic feeling.
In the traditional bare concrete construction, the bare concrete is in direct contact with a colored wood template, the surface of the bare concrete is colored and damaged after the template is removed, cushion block marks can be generated after the rib arranging frame is used by using a protection layer cushion block technology, and the marks, the coloring and the damage are unacceptable problems in engineering projects pursuing extremely natural aesthetic feeling.
Disclosure of Invention
The utility model aims to solve the problems that: the construction template is suitable for one-step molding of the bottom surface of a box structure of a building, and the manufactured bare concrete surface has no marks, is colored and is damaged and convenient to assemble and disassemble.
The utility model solves the problems by adopting the following technical scheme: the utility model provides a clear water concrete construction template for box structure bottom surface, includes by supreme setting up wooden template base, steel form, rupture membrane in proper order down, the rupture membrane top hangs and sets up the reinforcing bar subassembly, the steel form includes steel sheet one and steel sheet two, be equipped with clamping device between steel sheet one and the steel sheet two, clamping device eliminates the concatenation clearance between steel sheet one and the steel sheet two.
Compared with the prior art, the utility model reduces the phenomenon of seam formation by splicing the traditional single wood die through the three-layer structure of the wood die base, the steel plate die and the explosion-proof film, uses the explosion-proof film as the contact surface with concrete to achieve smooth surface good demoulding, avoids demoulding damage and coloring caused by the adhesion of the die plate and the concrete surface due to long-time incapability of removing the die plate by adopting the wood die base, increases the bending strength of the steel plate die, improves the bending strength of the die plate, avoids producing pad marks by hanging the steel bar component above the explosion-proof film to replace the traditional mode for making the protective layer pad block, and increases the clamping device to clamp the steel plate I and the steel plate II so as to precisely attach the steel plate I and the steel plate II, and generally removes the problems of marking, coloring and damaging the concrete after finishing so as to achieve a seamless effect.
The utility model relates to a construction template for a bottom surface clear water concrete of a box structure, wherein a transparent adhesive tape is covered at the joint of the end surfaces of an explosion-proof film; because the rupture membrane needs to be cut and spliced, the generation of joints is difficult, and through the design, the transparent adhesive tape is stuck above the rupture membrane, and the gap between the rupture membrane and the rupture membrane is removed.
The utility model relates to a clear water concrete construction template for the bottom surface of a box structure, wherein a clamping device is positioned at the joint of a first steel plate and a second steel plate, the clamping device comprises a first connecting block fixed at the bottoms of two sides of a first connecting end of the steel plate, a second connecting block fixed at the bottoms of two sides of the second connecting end of the steel plate, and a screw rod penetrating through the first connecting block and the second connecting block, the screw rod is perpendicular to the connecting end surfaces of the first steel plate and the second steel plate, nuts are arranged at two ends of the screw rod, and a gap is formed between the first connecting block and the second connecting block; through the design, the screw caps on the two sides of the rotary screw drive the first steel plate and the second steel plate to be squeezed tightly, so that the first steel plate and the second steel plate are tightly matched to reduce gaps.
The utility model relates to a construction template for bottom surface clear water concrete of a box structure, wherein a bearing part is arranged at one end of a connecting block II, which is close to a steel plate I, in an extending way, and the upper surface of the bearing part is tightly attached to the lower surface of the steel plate I; during installation, a worker directly places the connecting end of the first steel plate on the bearing part, so that the upper surface of the bearing part is clung to the lower surface of the first steel plate, and the connecting end is accurately and quickly positioned.
The utility model relates to a clear water concrete construction template for the bottom surface of a box structure, wherein the two sides of a wood template base are concavely provided with a clearance groove, a clamping device is accommodated in the clearance groove, and a gap is arranged between the end part of a screw and the side wall of the clearance groove; through the design, nuts on two sides of the screw rod are conveniently placed in the wrench to rotate, and the first steel plate and the second steel plate are clamped.
The utility model relates to a construction template for bottom surface clear water concrete of a box structure, wherein the steel bar assembly comprises keel ribs, a connecting assembly, a square steel pipe rack and a steel wire net, wherein two ends of the square steel pipe rack are fixed on an outer scaffold, the upper end of the connecting assembly is connected with the square steel pipe rack, the lower end of the connecting assembly is connected with the keel ribs, the steel wire net is arranged on the upper parts of the keel ribs, and the keel ribs are arranged above an explosion-proof membrane in a suspending manner; through above-mentioned design, rupture membrane top hangs and sets up fossil fragments muscle, sets up the wire net on the fossil fragments muscle, has replaced traditional mode wire net to place in the below of fossil fragments muscle and in the structure of wire net below protective layer cushion, avoids producing the cushion seal.
The utility model relates to a construction template for a bottom surface clear water concrete of a box structure, wherein the connecting component consists of a plurality of hanging ribs, and hooks are arranged at two ends of each hanging rib; through the design, the upper hook is directly hung on the square steel pipe rack, and the lower hook hooks the keel rib to achieve the effect of quick assembly and disassembly.
The square steel pipe frame comprises a plurality of square steel pipes which are longitudinally and transversely connected in a grid shape, and the square steel pipes and keel ribs are arranged in parallel. Through the design, the square steel pipe and the keel rib are parallel to each other, so that more hooks can be hung on the square steel pipe to ensure the stability of the keel rib during pouring.
Drawings
FIG. 1 is a front view of the present utility model;
FIG. 2 is a top view of the present utility model;
FIG. 3 is a perspective view of the present utility model;
FIG. 4 is a right side view of the present utility model;
The diagram is: 10. a wood form base; 11. an empty-avoiding groove; 20. a steel template; 21. a first steel plate; 22. a second steel plate; 30. an explosion-proof membrane; 40. a rebar assembly; 41. a keel rib; 42. a connection assembly; 421. hanging ribs; 43. square steel pipe rack; 431. square steel pipes; 44. a steel wire mesh; 50. a clamping device; 51. a first connecting block; 52. a second connecting block; 53. a screw; 521. a support part; 61. a transparent adhesive tape;
Detailed Description
Before any embodiments of the utility model are explained in detail, it is to be understood that the utility model is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the following drawings. The utility model is capable of other embodiments and of being practiced or of being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting. The use of "including" or "having" and variations thereof herein is meant to encompass the items listed thereafter and equivalents thereof as well as additional items. Unless specified or limited otherwise, the terms "mounted," "connected," "supported," and "coupled" and variations thereof are used broadly and encompass both direct and indirect mountings, connections, supports, and couplings. Furthermore, "connected" and "coupled" are not restricted to physical or mechanical connections or couplings.
Also, in the present disclosure, the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are merely for convenience in describing the present disclosure and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus the above terms should not be construed as limiting the present disclosure; in a second aspect, the terms "a" and "an" should be understood as "at least one" or "one or more", i.e. in one embodiment the number of one element may be one, while in another embodiment the number of the element may be plural, the term "a" should not be construed as limiting the number.
It will be appreciated by persons skilled in the art that the embodiments of the utility model described above and shown in the drawings are by way of example only and are not limiting. The objects of the present utility model have been fully and effectively achieved. The functional and structural principles of the present utility model have been shown and described in the examples and embodiments of the utility model may be modified or practiced without departing from the principles described.
Embodiments of the present utility model are further described below with reference to the accompanying drawings.
Referring to fig. 1, a construction formwork for a bottom surface of a box structure, which comprises a formwork base 10, a steel formwork 20 and an explosion-proof film 30, wherein the three-layer structure reduces the phenomenon that a seam is formed by splicing a traditional single wood formwork, and the explosion-proof film 30 is used as a contact surface with concrete to achieve smooth surface good demoulding, so that the problem that the common wood formwork adopted by a beam formwork bottom die can cause demoulding damage and coloring due to the adhesion of the formwork and the concrete surface because of long-time incapability of removing the formwork is avoided, the bending strength of the formwork is improved by the steel formwork 20, the wood formwork base 10 and the explosion-proof film 30 are used once, and the steel formwork 20 can be repeatedly used for a plurality of times; a reinforcing steel bar assembly 40 is hung above the explosion-proof membrane 30, the reinforcing steel bar assembly 40 hung above is additionally arranged to replace the traditional design of a protective layer cushion block below, and cushion block marks are removed; the steel template 20 is placed on the upper surface of the template base 10, the steel template 20 comprises a first steel plate 21 and a second steel plate 22, a clamping device 50 is arranged between the first steel plate 21 and the second steel plate 22, and the clamping device 50 is additionally arranged to clamp the first steel plate 21 and the second steel plate 22 to enable the first steel plate and the second steel plate 22 to be closely attached.
Referring to fig. 2, a construction template for a bottom surface of a box structure, which comprises an explosion-proof film 30, wherein a transparent adhesive tape 61 is covered at the joint of the end surfaces of the explosion-proof film 30, the explosion-proof film 30 needs to be spliced, dents are formed at the splice, and the transparent adhesive tape 61 is adhered above the splice to achieve a seamless effect.
Referring to fig. 1 and 2, a construction formwork for bottom surface concrete of box structure includes a clamping device 50 located at the joint of a first steel plate 21 and a second steel plate 22, the clamping device 50 includes a first connecting block 51 fixed at the bottom of the two sides of the connecting end of the first steel plate 21, a second connecting block 52 fixed at the bottom of the two sides of the connecting end of the second steel plate 22, and a screw rod 53 passing through the first connecting block 51 and the second connecting block 52, the screw rod 53 is perpendicular to the connecting end surfaces of the first steel plate 21 and the second steel plate 22, nuts are disposed at both ends of the screw rod 53, a gap is disposed between the first connecting block 51 and the second connecting block 52, when the clamping device 50 is installed, the screw rod 53 passes through holes of the first connecting block 51 and the second connecting block 22, and then the nuts are screwed to both ends of the screw rod 53, when in use, the nuts at both ends are rotated to reduce the gap between the first connecting block 51 and the second connecting block 52, and drive the first steel plate 21 and the second steel plate 22 to tightly adhere.
Referring to fig. 1 and 2, for a concrete construction formwork with a bottom surface of a box structure, for more accurate and rapid positioning, a supporting portion 521 is extended from one end of a second connecting block 52, the upper surface of the supporting portion 521 is tightly attached to the lower surface of a first steel plate 21, and when the concrete construction formwork is installed, the installation end surfaces of the first steel plate 21 and the second steel plate 22 are mutually attached, and then the lower surface of the first steel plate 21 is tightly attached to the upper surface of the supporting portion 521 to complete positioning.
Referring to fig. 1 and 2, in order to facilitate screwing with a wrench and placing a screw 53, two sides of a wooden formwork base 10 are concavely provided with a void-avoiding groove 11, the clamping device 50 is accommodated in the void-avoiding groove 11, and a gap is provided between an end of the screw 53 and a side wall of the void-avoiding groove 11.
Referring to fig. 3-4, a steel bar assembly 40 comprises a keel rib 41, a connecting assembly 42, a square steel pipe frame 43 and a steel wire mesh 44, wherein the square steel pipe frame 43 is fixed on an outer scaffold during installation, the upper end of the connecting assembly 42 is connected to the square steel pipe frame 43, the lower end of the connecting assembly is connected to the keel rib 41, the steel wire mesh 44 is placed on the keel rib 41 to finish installation, the keel rib is suspended above an explosion-proof membrane, and the steel wire mesh is arranged on the keel rib, so that the structure that the steel wire mesh is placed below the keel rib and a cushion block is protected below the steel wire mesh in a traditional mode is replaced, and cushion block marks are avoided.
Referring to fig. 3-4, a construction formwork for the bottom surface of a box structure is provided, the connecting assembly 42 is composed of a plurality of hanging bars 421, hooks are respectively arranged at two ends of the hanging bars 421, the upper hooks are hung on a square steel pipe rack, and the lower hooks hook the keel bars to achieve the effect of rapid assembly and disassembly.
Square steel pipe frame 43 includes by many vertical and horizontal square steel pipes 431 that are latticed connection, square steel pipe 431 and fossil fragments muscle 41 parallel arrangement, and the both ends of square steel pipe 431 are fixed on outside scaffold frame during the installation, arrange according to latticed when putting, and vertical and horizontal being 90 and putting, this structure can hang more hanging bars 421, and stability is high.
The foregoing is illustrative of the preferred embodiments of the present utility model and is not to be construed as limiting the claims. The present utility model is not limited to the above embodiments, and the specific structure thereof is allowed to vary. All changes which come within the meaning and range of equivalency of the claims are to be embraced within their scope.
Claims (8)
1. The utility model provides a be used for box structure bottom surface clear water concrete construction template which characterized in that: including setting up plank sheathing base (10), steel form (20), explosion-proof membrane (30) by supreme in proper order down, explosion-proof membrane (30) top hangs and sets up reinforcing bar subassembly (40), steel form (20) are including steel sheet one (21) and steel sheet two (22), be equipped with clamping device (50) between steel sheet one (21) and steel sheet two (22), the concatenation clearance between steel sheet one (21) and steel sheet two (22) is eliminated to clamping device (50).
2. The construction formwork for box structure bottom surface fresh water concrete of claim 1, wherein: the end surface joint of the explosion-proof membrane (30) is covered with a transparent adhesive tape (61).
3. The construction formwork for box structure bottom surface fresh water concrete of claim 1, wherein: clamping device (50) are located the junction of steel sheet one (21) and steel sheet two (22), clamping device (50) contain fix connecting block one (51) in steel sheet one (21) link both sides bottom and fix connecting block two (52) in steel sheet two (22) link both sides bottom to and pass screw rod (53) of connecting block one (51) and connecting block two (52), screw rod (53) perpendicular to steel sheet one (21) and steel sheet two (22) are connected the terminal surface setting, screw rod (53) both ends all are provided with the nut, be provided with the clearance between connecting block one (51) and connecting block two (52).
4. A construction formwork for box structure bottom surface fresh water concrete according to claim 3, wherein: and a bearing part (521) is arranged at one end, close to the first steel plate (21), of the second connecting block (52) in an extending mode, and the upper surface of the bearing part (521) is clung to the lower surface of the first steel plate (21).
5. The construction formwork for box structure bottom surface fresh water concrete of claim 1, wherein: the wood template base (10) is characterized in that the two sides of the wood template base (10) are concavely provided with an empty avoidance groove (11), the clamping device (50) is accommodated in the empty avoidance groove (11), and a gap is formed between the end part of the screw rod (53) and the side wall of the empty avoidance groove (11).
6. The construction formwork for box structure bottom surface fresh water concrete of claim 1, wherein: the steel bar assembly (40) comprises keel ribs (41), connecting components (42), square steel pipe racks (43) and steel wire nets (44), wherein two ends of each square steel pipe rack (43) are fixed on an outer scaffold, the upper ends of the connecting components (42) are connected with the corresponding square steel pipe racks (43), the lower ends of the connecting components (42) are connected with the keel ribs (41), the steel wire nets (44) are arranged on the upper portions of the keel ribs (41), and the keel ribs (41) are suspended above the explosion-proof membrane (30).
7. The construction formwork for box structure bottom surface fresh water concrete of claim 6, wherein: the connecting component (42) is composed of a plurality of hanging ribs (421), and hooks are arranged at two ends of each hanging rib (421).
8. The construction formwork for box structure bottom surface fresh water concrete of claim 6, wherein: the square steel pipe frame (43) comprises a plurality of square steel pipes (431) which are longitudinally and transversely connected in a grid shape, and the square steel pipes (431) are arranged in parallel with the keel ribs (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323131165.6U CN221168693U (en) | 2023-11-21 | 2023-11-21 | Be used for box structure bottom surface clear water concrete construction template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323131165.6U CN221168693U (en) | 2023-11-21 | 2023-11-21 | Be used for box structure bottom surface clear water concrete construction template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221168693U true CN221168693U (en) | 2024-06-18 |
Family
ID=91535176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323131165.6U Active CN221168693U (en) | 2023-11-21 | 2023-11-21 | Be used for box structure bottom surface clear water concrete construction template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221168693U (en) |
-
2023
- 2023-11-21 CN CN202323131165.6U patent/CN221168693U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105113787A (en) | Bare-concrete sawtooth-shaped closed type stair steel formwork device | |
| CN221168693U (en) | Be used for box structure bottom surface clear water concrete construction template | |
| CN210095425U (en) | Connecting structure of metal curtain box and suspended ceiling | |
| CN214423395U (en) | Assembled waterproof wall of leading | |
| CN212506410U (en) | Template reinforcing structure at chamfer of bottom plate | |
| CN212358610U (en) | Mounting structure of top surface spherical net rack | |
| CN211548254U (en) | Corner curtain wall upright post-free connecting structure | |
| CN105507490B (en) | A kind of fast-assembling environmental protection assembled wall board and preparation method thereof | |
| CN211974002U (en) | Seamless aluminum veneer | |
| CN220954121U (en) | Integrally assembled anti-floating dense rib laminated slab | |
| CN211548302U (en) | Pour floor with exempting from to tear open truss plate | |
| CN215443196U (en) | Building wall curtain wall installation location construction equipment | |
| CN111535581A (en) | Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position | |
| CN210917894U (en) | Air-entraining block assembled floor slab | |
| CN205025087U (en) | Closed stair steel form device of clear water concrete saw flute profile | |
| CN214462667U (en) | Integrated pouring tool for heat-insulation wall | |
| CN216075790U (en) | Mounting structure of open stone curtain wall | |
| CN211037301U (en) | Assembly type building connecting piece | |
| CN219528082U (en) | Open stone curtain wall construction system | |
| CN216239135U (en) | Concatenation formula combination wall body | |
| CN212507009U (en) | Anti-seismic support conversion layer structure of large-space ceiling | |
| CN219509153U (en) | Aluminum template for green construction | |
| CN211597300U (en) | Glass curtain wall connecting system with decorative strips | |
| CN214497159U (en) | Assembled pier convenient to install and connect | |
| CN216515166U (en) | Quick detachable bridge hollow beam steel system centre form |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |