CN211949594U - Large-section inclined column template construction structure for constructional engineering - Google Patents
Large-section inclined column template construction structure for constructional engineering Download PDFInfo
- Publication number
- CN211949594U CN211949594U CN202020315580.4U CN202020315580U CN211949594U CN 211949594 U CN211949594 U CN 211949594U CN 202020315580 U CN202020315580 U CN 202020315580U CN 211949594 U CN211949594 U CN 211949594U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- plate
- batter post
- pipe
- tube
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of building engineering, concretely relates to building engineering is with big cross-section batter post template construction structures. Comprises a bottom plate, side plates, a top plate, supporting tubes and reinforcing tubes; the side plates are arranged at the left end and the right end of the bottom plate, and the top plate is arranged on the side plates; the bottom plate comprises a first bottom plate and a second bottom plate, the two ends of the bottom plate are the first bottom plate, and the second bottom plate is overlapped in a tail-ending manner and arranged between the first bottom plates; the bottom surfaces of the first bottom plate and the second bottom plate are both provided with connecting piles, and connecting pipe clamps are hinged on the connecting piles; the supporting tube is vertically arranged on the working surface, and the top end of the supporting tube is sleeved with the connecting tube clamp; one end part of the reinforced pipe is sleeved with the connecting pipe in a clamping way, and the pipe body of the reinforced pipe is connected with the supporting pipe through a fixing part. This big cross-section batter post template construction structures for building engineering construction degree of difficulty is little, is convenient for build, and the gap between the control template of being convenient for is adjusted in the later stage of being convenient for.
Description
Technical Field
The utility model belongs to the technical field of building engineering, concretely relates to building engineering is with big cross-section batter post template construction structures.
Background
Due to the requirements of building functions and modeling, the special-shaped structure is more and more widely applied, which is shown in the following steps: the structural form is diversified, the molding is novel and unique, the structural stress is complex, in order to meet the requirements of functions and molding, the structural design of the building is also new, and the special-shaped member design such as an outer oblique column is adopted to meet the special molding requirements of the building. Because the external batter post reinforcing steel bars and the templates are not easy to position, the grout is easy to run in the concrete pouring process, and the section size is easy to change, so how to make the external batter post meet the design requirements is a problem which needs to be solved when the cast-in-place concrete external batter post is constructed.
Especially, when current building templates is used for big cross-section batter post construction, the plywood that adopts wooden material more is made the template, builds again, and is very high to builder's technical requirement, builds the degree of difficulty big, and when the template is inside to pour, the unable fine control in gap between the template, therefore needs to design a big cross-section batter post template construction structures for building engineering and solves above-mentioned problem urgently.
Patent No. 201420872744.8 discloses an ultra-long stiff concrete column batter post structure; channel steel supports and chain blocks are inconvenient to install, and safe pivots are not easy to select on complex and variable construction sites. And the patent does not make any improvement to the structure of the form.
SUMMERY OF THE UTILITY MODEL
The prior art can not satisfy people's needs, and is not enough for remedying prior art, the utility model aims at providing a component is simplified, and the form removal is convenient, and the support mode is optimized, supports intensity height, the big cross-section batter post template construction structures that the bearing capacity is big.
In order to achieve the above object, the utility model provides a following technical scheme: a large-section inclined column template construction structure for constructional engineering comprises a bottom plate, side plates, a top plate, supporting tubes and reinforcing tubes; the side plates are arranged at the left end and the right end of the bottom plate, and the top plate is arranged on the side plates; the bottom plate comprises a first bottom plate and a second bottom plate, the two ends of the bottom plate are the first bottom plate, and the second bottom plate is overlapped in a tail-ending manner and arranged between the first bottom plates; the bottom surfaces of the first bottom plate and the second bottom plate are both provided with connecting piles, and connecting pipe clamps are hinged on the connecting piles; the supporting tube is vertically arranged on the working surface, and the top end of the supporting tube is sleeved with the connecting tube clamp; one end part of the reinforced pipe is sleeved with the connecting pipe in a clamping way, and the pipe body of the reinforced pipe is connected with the supporting pipe through a fixing part.
The connecting pipe clamp is rotatably connected with the connecting pile, so that the supporting pipe can be conveniently adjusted according to the inclination angle of the construction batter post; and meanwhile, the supporting columns are adjusted to be transversely supported according to the specific conditions of the construction site. The supporting tube is longitudinally supported, the reinforcing tube is transversely supported, and the reinforcing tube and the supporting tube form a stable triangular supporting system.
Furthermore, both ends of the second bottom plate are in a step-shaped structure, and one end of the first bottom plate, which is connected with the second bottom plate, is in a step-shaped structure matched with the first bottom plate.
Through the modularized design, and all adopt cascaded structure butt joint with the junction of first bottom plate and second bottom plate, gap between the gap between first bottom plate of control that can be fine and the second bottom plate, the gap between second bottom plate and the second bottom plate, convenient location during and the concatenation has reduced and has built the degree of difficulty.
Furthermore, connecting screws are arranged on two sides of the bottom plate, and fixing holes penetrate through the bottom ends of the side plates; one end of the connecting screw rod is welded and fixed with the bottom plate, and the other end of the connecting screw rod is inserted into the fixing hole and fixed through the nut.
The side plate and the bottom plate are matched and rapidly installed through the screw rod and the nut, the side plate and the bottom plate are in butt joint fit, the gap of the joint between the first bottom plate and the second bottom plate is further controlled, and the effect of conveniently controlling the gap between the two plates is achieved.
Furthermore, the top end of the side plate is provided with a clamping groove, and two sides of the top plate are connected with extending edges; the extended edge is matched with the clamping groove.
Be provided with and prolong limit and draw-in groove, through having seted up the draw-in groove on the top of curb plate to all be connected with in the both sides of roof and prolong the limit, make roof quick overlap joint on the curb plate.
Furthermore, the supporting tube is a single metal tube or is formed by connecting a plurality of metal tubes through fixed connecting pieces. The length of the supporting tube can be conveniently and quickly adjusted.
Furthermore, two sides of the side plate are inclined. Respectively connected to the bottom and top surfaces of the building structure.
Further, the reinforcing tube is perpendicular to the support tube.
Further, the first bottom plate and the second bottom plate are made of aluminum alloy materials, and the side plates and the top plate are made of wood.
The bottom plate made of the aluminum alloy material is firm and durable; the bottom surface of the large-section inclined column die is a main bearing surface, and the large-section inclined column die is required to have high bearing capacity, so the large-section inclined column die is made of an aluminum alloy material. But because the aluminum alloy market price is high, and single use cost is higher, so, the bottom plate is by first bottom plate and second bottom plate concatenation, and modular design can be used to the batter post of different length, inclination to use. The wooden side plate and the top plate are low in manufacturing cost and can be manufactured on the construction site.
Compared with the prior art, the utility model has the advantages that: adopt modular structure, the construction degree of difficulty is little, is convenient for build, and the later stage adjustment of being convenient for is convenient for control the gap between the template, and bearing capacity is strong.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the base plate.
FIG. 3 is a schematic view showing the connection of the side plates, the bottom plate and the top plate.
FIG. 4 is a schematic top view of the structure of the connector clip.
Fig. 5 is the structure construction schematic diagram of the utility model.
In the figure: 1. a first base plate; 2. a second base plate; 3. connecting piles; 4. connecting a pipe clamp; 5. a metal tube; 6. a fixing member; 7. fixing the connecting piece; 8. a reinforcement tube; 9. connecting a screw rod; 10. a side plate; 11. a fixing hole; 12. a top plate; 13. edge extension; 14. a clamping groove.
Detailed Description
The following description is provided for illustrative purposes, and other advantages and features of the present invention will become apparent to those skilled in the art from the following detailed description.
Please refer to fig. 1 to 5. It should be understood that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the function that the present invention can produce and the purpose that the present invention can achieve. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be made without substantial technical changes, and the present invention is also regarded as the scope of the present invention.
The utility model provides a technical scheme: a large-section inclined column template construction structure for constructional engineering comprises a bottom plate, side plates 10, a top plate 12, supporting tubes and reinforcing tubes 8; the side plates 10 are arranged at the left end and the right end of the bottom plate, and the top plate 12 is arranged on the side plates 10; both sides of the side plate 10 are inclined. The bottom plate comprises a first bottom plate 1 and a second bottom plate 2, the two ends of the bottom plate are the first bottom plate 1, and the second bottom plate 2 is arranged between the first bottom plate 1 in a tail overlapping and arranging way; the two ends of the second bottom plate 2 are both in a step-shaped structure, and the end, connected with the second bottom plate 2, of the first bottom plate 1 is in a step-shaped structure matched with the second bottom plate. The bottom surfaces of the first bottom plate 1 and the second bottom plate 2 are both provided with connecting piles 3, and connecting pipe clamps 4 are hinged on the connecting piles 3; the supporting tube is vertically arranged on the working surface, and the top end of the supporting tube is sleeved with the connecting tube clamp 4; one end part of the reinforced pipe 8 is sleeved with the connecting pipe clamp 4, and the pipe body of the reinforced pipe is connected with the supporting pipe through a fixing part 6. The reinforcing tube 8 is perpendicular to the support tube.
The two sides of the bottom plate are both provided with connecting screw rods 9, and the bottom end of the side plate 10 is provided with a fixing hole 11 in a penetrating manner; one end of the connecting screw rod 9 is fixedly welded with the bottom plate, and the other end of the connecting screw rod 9 is inserted into the fixing hole 11 and fixed through a nut.
A clamping groove 14 is formed in the top end of the side plate 10, and extending edges 13 are connected to two sides of the top plate 12; the extension 13 is matched with the clamping groove 14.
The supporting tube is a single metal tube 5 or is formed by connecting a plurality of metal tubes 5 through fixed connecting pieces 7.
The first bottom plate 1 and the second bottom plate 2 are made of aluminum alloy materials, and the side plate 10 and the top plate 12 are made of wood. The side plates 10 and the top plate 12, which are not in contact with concrete, may be provided with longitudinal strips to increase their stability. A wood strip is nailed at the top end of the side plate 10 to form a clamping groove 14; the top plate 12 is nailed with a strip of wood at each end to form an extension 13. An iron sheet can be arranged on the outer side of the side plate 10, the iron sheet is arranged at the bottom of the side plate 10, and the width of the iron sheet is slightly larger than 2 times of the diameter of the fixing hole 11. The iron sheet has a through hole corresponding to the fixing hole 11. The installation iron sheet increases the firmness of the connection between the side plate 10 and the connecting screw rod 9.
The utility model discloses a use method does: and splicing the bottom plate, building the supporting tube and the reinforcing tube 8 according to the shape and the size of the precast batter post. Then, the wooden side plates 10 and the top plate 12 are cut and manufactured according to the length of the oblique columns and the included angles between the oblique columns and the bottom surface and the top surface. And drilling holes at the positions of the side plates 10 corresponding to the connecting screw rods 9 to form fixing holes 11. Installing the side plates 10 and the top plate 12, wrapping the inclined column reinforcement cage in the template, binding iron wires outside the template, binding the top plate 12 firmly, pouring concrete at the top of the template, removing the iron wires after the concrete is solidified, and removing the template in sequence.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (8)
1. The utility model provides a large cross section batter post template construction structures for building engineering which characterized in that includes: the device comprises a bottom plate, side plates (10), a top plate (12), supporting tubes and reinforcing tubes (8); the side plates (10) are arranged at the left end and the right end of the bottom plate, and the top plate (12) is arranged on the side plates (10); the bottom plate comprises a first bottom plate (1) and a second bottom plate (2), the first bottom plate (1) is arranged at two ends of the bottom plate, and the second bottom plate (2) is overlapped and arranged between the first bottom plate (1) in a tail-ending manner; the bottom surfaces of the first bottom plate (1) and the second bottom plate (2) are respectively provided with a connecting pile (3), and a connecting pipe clamp (4) is hinged on each connecting pile (3); the supporting tube is vertically arranged on the working surface, and the top end of the supporting tube is sleeved with the connecting tube clamp (4); one end part of the reinforcing pipe (8) is sleeved with the connecting pipe clamp (4), and the pipe body of the reinforcing pipe is connected with the supporting pipe through a fixing part (6).
2. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: the two ends of the second bottom plate (2) are both in a step-shaped structure, and one end of the first bottom plate (1) connected with the second bottom plate (2) is in a step-shaped structure matched with the first bottom plate.
3. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: connecting screw rods (9) are arranged on two sides of the bottom plate, and fixing holes (11) penetrate through the bottom ends of the side plates (10); one end of the connecting screw rod (9) is fixedly welded with the bottom plate, and the other end of the connecting screw rod (9) is inserted into the fixing hole (11) and fixed through a nut.
4. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: a clamping groove (14) is formed in the top end of the side plate (10), and extending edges (13) are connected to two sides of the top plate (12); the extending edge (13) is matched with the clamping groove (14).
5. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: the supporting tube is a single metal tube (5) or is formed by connecting a plurality of metal tubes (5) through fixed connecting pieces (7).
6. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: two sides of the side plate (10) are inclined.
7. The large-section batter post formwork construction structure for constructional engineering of claim 1, characterized in that: the reinforcing tube (8) is perpendicular to the support tube.
8. The large-section batter post formwork construction structure for construction engineering according to any one of claims 1 to 7, characterized in that: the first bottom plate (1) and the second bottom plate (2) are made of aluminum alloy materials, and the side plate (10) and the top plate (12) are made of wood.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020315580.4U CN211949594U (en) | 2020-03-14 | 2020-03-14 | Large-section inclined column template construction structure for constructional engineering |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020315580.4U CN211949594U (en) | 2020-03-14 | 2020-03-14 | Large-section inclined column template construction structure for constructional engineering |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211949594U true CN211949594U (en) | 2020-11-17 |
Family
ID=73179150
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202020315580.4U Active CN211949594U (en) | 2020-03-14 | 2020-03-14 | Large-section inclined column template construction structure for constructional engineering |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211949594U (en) |
-
2020
- 2020-03-14 CN CN202020315580.4U patent/CN211949594U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107288218B (en) | Beam column node of assembled reinforced concrete frame structure and manufacturing method thereof | |
CN106337561B (en) | Template reinforcing method for external corner and door opening positions of shear wall body | |
CN206233579U (en) | Shear wall template is to drawing connecting piece and template reinforced structure thereof | |
CN210288827U (en) | Detachable steel bar truss floor bearing plate structure | |
CN111364664A (en) | Construction process for bottom die steel truss floor support plate without disassembly | |
CN211949594U (en) | Large-section inclined column template construction structure for constructional engineering | |
CN106049531B (en) | High-moisture ultra-soft soil box multicell cast in place frame method for tunnel construction | |
CN218882254U (en) | Template supporting structure of shield well end wall | |
CN111236639B (en) | Structural beam template reinforcing device and method free of split bolts | |
CN114837404A (en) | Sunken type falling plate pouring mold and pouring method | |
CN215519924U (en) | Concrete shear wall pouring template on two sides of settlement joint | |
CN112160612B (en) | Groove type embedded part installation elastic tool and construction method thereof | |
CN212129620U (en) | Steel truss floor support plate with bottom template convenient to disassemble | |
CN109972537B (en) | Construction method of composite reinforced structure of double-arch bridge | |
CN208438547U (en) | A kind of precast box beam steel bar colligation mold that difference beam length is general | |
CN220395024U (en) | Parapet steel bar truss plate structure | |
CN111550039A (en) | Formwork support system and application construction method and construction structure thereof | |
CN221878750U (en) | An inverted triangle external operating frame structure for steep slope roof | |
CN218540753U (en) | Tower crane foundation structure in foundation ditch of reservation reinforcing bar | |
CN218479548U (en) | Assembled side form reinforcing fastener | |
CN217517985U (en) | Shaping component for eave angle of pseudo-classic architecture | |
CN216194067U (en) | Novel wet seam of bridge hangs mould and supports device | |
CN215368895U (en) | Adjustable assembled building carrier plate strutting arrangement | |
CN214739893U (en) | Assembled wall embodiment pouring hidden column template fixing device | |
CN218862115U (en) | Template fixture |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |