CN207999071U - A kind of wall column root concrete capping tools - Google Patents
A kind of wall column root concrete capping tools Download PDFInfo
- Publication number
- CN207999071U CN207999071U CN201820393386.0U CN201820393386U CN207999071U CN 207999071 U CN207999071 U CN 207999071U CN 201820393386 U CN201820393386 U CN 201820393386U CN 207999071 U CN207999071 U CN 207999071U
- Authority
- CN
- China
- Prior art keywords
- capping tools
- concrete
- concrete capping
- wall column
- tools
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of wall column root concrete capping tools, the wall column root concrete capping tools include concrete capping tools ontology, concrete capping tools ontology includes the first concrete capping tools and the second concrete capping tools, second concrete capping tools are connected with the first concrete capping tools, and the first concrete capping tools are arranged perpendicular to the second concrete capping tools.This practicality new design structure is simple, and flexible for installation, raising efficiency ensures quality, you can reduce construction cost, can also reduce hidden danger of quality.Traditional mortar or lumps of wood template are replaced using angle steel, before wall column formwork construction, in structural base corresponding position, angle steel is set, using template system as outside-supporting in concreting, position level reinforcing bar is realized under the effect of coagulation earth lateral pressure and is blocked as medial support, after concrete strength is formed and reaches requirement, angle steel is removed together with wall column vertical formwork, is recycled, cost-effective.
Description
Technical field
The utility model relate generally to it is a kind of building work equipment, more particularly to a kind of wall column root concrete block work
Tool is suitable for the construction of the columns, wall foot position such as each class framework, shear wall structure and frame-shear structure, belongs to and build work auxiliary material
Technical field.
Background technology
Usually, in civilian and industrial building engineering, the closure of wall column foot is not tight, in concreting process, wall
Column has a large amount of cement mortars and leaks out, and leads to wall column heel portion concrete surface honeycomb, pitted skin;Intensity is insufficient, crack phenomenon.
Traditional construction method is blocked with mortar or plank sheathing, and such method is more extensive, traditional construction side
There are following defects for method:Concrete surface honeycomb, pitted skin;Intensity is insufficient, crack;Mortar, flitch fix shakiness, can lead to swollen film
Phenomenon;And there are larger security-hidden troubles.
Therefore, it is to solve that need to develop a kind of construction efficiency height and the strong wall column root concrete capping tools of functional reliability
The key point of above-mentioned technical problem.
Invention content
For conventional method carried out with mortar or plank sheathing to solve the above-mentioned problems of the prior art and defect
It blocks, existing defect, this problem.The utility model is improved and is innovated to this, it is desirable to provide one kind can not only be real
Now peace is torn open simple, convenient, fast, while can also improve working efficiency, is accelerated construction progress, is economized on resources and cost, can shape
Change a kind of wall column root concrete capping tools of processing.
In order to solve the above problem and reach above-mentioned goal of the invention, a kind of wall column root concrete of the utility model blocks work
Tool is realized by using following design structure and using following technical solution:
A kind of wall column root concrete capping tools, which includes concrete capping tools
Ontology (1), concrete capping tools ontology (1) include the first concrete capping tools (11) and the second concrete capping tools
(12), the second concrete capping tools (12) are connected with the first concrete capping tools (11), the first concrete capping tools
(11) it is arranged perpendicular to the second concrete capping tools (12).
Another preferred technical solution above-mentioned as the utility model, the concrete capping tools ontology (1) are whole
Body is the v-shaped structure at L-shaped structure concrete capping tools ontology (1) generally acute angle, obtuse angle either right angle.
As the above-mentioned optimal technical scheme of the utility model, the first concrete capping tools (11) are in integrally " L "
Shape structure design is equipped at least two first fixations on the bottom surface of the first concrete capping tools (11) of " L " the shape structure
Hole (111), the first mounting hole (111) is interior to be provided with bolt, and bolt is connect across the first mounting hole (111) with ground.
As the above-mentioned preferred technical solution of the utility model, it is equipped on the bottom surface of the first concrete capping tools (11)
Two the first mounting holes (111), the shape and structure of two the first mounting holes (111) is identical, and shape and structure is two first identical
Mounting hole (111) is threaded hole.
The further preferred technical solution above-mentioned as the utility model, the second concrete capping tools (12) are whole
The L-shaped structure design of body is equipped at least two the on the bottom surface of the second concrete capping tools (12) of " L " the shape structure
Two mounting holes (121), the second mounting hole (121) is interior to be provided with bolt, and bolt is connect across the second mounting hole (121) with ground.
The further step preferred technical solution above-mentioned as the utility model, at the bottom of the second concrete capping tools (12)
Second mounting hole (121) there are two being set on face, the shape and structure of two the second mounting holes (121) is identical, and shape and structure is identical
Two the second mounting holes (121) are threaded hole.
The technical solution still further preferably above-mentioned as the utility model, the bolt are that the hexagonal of high intensity expands
The flat head bolt of bolt either high intensity.
The technical solution again still further preferably above-mentioned as the utility model, the first concrete capping tools
(11) it uses to be fixedly connected either to use between the second concrete capping tools (12) and be flexibly connected, wherein is fixed
It is connected as being machined directly to integrated formed structure or directly be welded as a whole;Flexible connection either passes through for articulated connection
Bolt assembly carries out locking connection.
The technical solution also again again still more preferably above-mentioned as the utility model, first concrete block work
Molding structure is linked together by welding between tool (11) and the second concrete capping tools (12)
The also and again more further preferred technical solution above-mentioned as the utility model, first concrete block
Tool (11) and the second concrete capping tools (12) are angle steel.
Operation principle is:The utility model replaces traditional mortar or lumps of wood template by using angle steel, in wall column formwork
Before construction, a kind of wall column root concrete capping tools of the application design structure, coagulation are set in structural base corresponding position
Soil pour in using template system as outside-supporting, position level reinforcing bar is acted in coagulation earth lateral pressure as medial support
Lower realization blocks, after concrete strength is formed and reaches requirement, the wall column root concrete capping tools and the vertical mould of wall column
Plate is removed together, is recycled.
Generated advantageous effect is the utility model compared with prior art:This practicality new design structure is simple, installation
Flexibly, efficiency is improved, ensures quality, you can reduces construction cost, can also reduce hidden danger of quality.
Description of the drawings
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings, wherein:
Fig. 1 is that the overall structure of the utility model is one of schematic diagram;
Fig. 2 is the two of the overall structure diagram of the utility model:
Fig. 3 is the use state diagram of the utility model;
Wherein, figure label:1-concrete capping tools ontology, the 11-the first concrete capping tools, 111-the first
Mounting hole, the 12-the second concrete capping tools, the 121-the second mounting hole;
2-supporting racks;
3-templates;
4-concrete building plates.
Specific implementation mode
In order to make the technical means, creative features, achievement of purpose, and effectiveness of the utility model be easy to understand, under
Further detailed description is made to the technical solution of the utility model in conjunction with attached drawing and specific implementation mode in face.
As shown in Figure of description, which includes concrete capping tools ontology 1, coagulation
It includes the first concrete capping tools 11 and the second concrete capping tools 12 that grave, which blocks up tool body 1, and the second concrete blocks
Tool 12 is connected with the first concrete capping tools 11, and the first concrete capping tools 11 block work perpendicular to the second concrete
12 setting of tool.
Further, grave blocks up the generally L-shaped structure of tool body 1 either concrete capping tools ontology 1 generally
The v-shaped structure at acute angle, obtuse angle either right angle.
Further, the whole L-shaped structure design of the first concrete capping tools 11, the first of " L " the shape structure
The bottom surface of concrete capping tools 11 is equipped at least two first mounting holes 111, and bolt is provided in the first mounting hole 111,
Bolt is connect across the first mounting hole 111 with ground.
Specifically, being set on the bottom surface of solidifying soil capping tools 11, there are two the first mounting hole 111, two the first mounting holes 111
Shape and structure it is identical, identical two the first mounting holes 111 of shape and structure are threaded hole.
Further, the whole L-shaped structure design of two concrete capping tools 12, second in " L " the shape structure are mixed
The bottom surface of solidifying soil capping tools 12 is equipped at least two second mounting holes 121, and bolt, spiral shell are provided in the second mounting hole 121
Bolt is connect across the second mounting hole 121 with ground.
Specifically, being set on the bottom surface of solidifying soil capping tools 12, there are two the second mounting hole 121, two the second mounting holes 121
Shape and structure it is identical, identical two the second mounting holes 121 of shape and structure are threaded hole.
Further, the flat head bolt of the hexagonal expansion bolt of degree either high intensity.
Further, between concrete capping tools 11 and the second concrete capping tools 12 using being fixedly connected or
Person is using flexible connection, wherein is fixedly connected as being machined directly to integrated formed structure or directly be welded as a whole;It is living
It is dynamic to be connected as articulated connection or locking connection is carried out by bolt assembly.
Specifically, being linked together molding by welding between native capping tools 11 and the second concrete capping tools 12
Structure
Further, concrete capping tools 11 and the second concrete capping tools 12 are angle steel.
In conclusion more specifically embodiment is the utility model:
For the utility model when being installed, concrete operation step is as follows:
Step 1:Preparation of construction, materials arrival are checked and accepted;
Step 2:The processing and fabricating of wall column root concrete capping tools:It is processed into V-shape work with the angle steel of 50*50*3
Tool;
Step 3:Spacer bar:According to shear wall's thickness blanking, i.e. spacer bar length is equal with shear wall's thickness;And
It is weldingly fixed on shear force wall reinforcing steel bar;
Step 4:The V-shape concrete capping tools ontology 1 processed is each passed through the first mounting hole with high-strength bolt
111 and second be fixed in plate face after mounting hole 121, wooden model gets a foothold branch on angle steel;
Step 5:Template is reinforced with Screw arbor with nut at both-ends, and first of Screw arbor with nut at both-ends is inspected for acceptance and poured from plate face 200mm
Concrete;
Step 6:After curing period, is repaired after form removable, angle steel recycling and be reserved as next use.
Improvement of this practicality as conventional method is suitable for columns, the foundation such as each class framework, shear wall structure and frame-shear structure
The construction of portion position.
A kind of wall column root concrete capping tools of the utility model are described in detail above, herein to this reality
It is described with novel principle, the explanation of the above operation principle is merely used to help understand the core think of of the utility model
Think.It should be pointed out that for those skilled in the art, without departing from the principle of this utility model,
The utility model can also be made improvements and modifications, these improvement and modification also fall into the protection of the utility model claims
Model is the same as interior.
Claims (10)
1. a kind of wall column root concrete capping tools, it is characterised in that:The wall column root concrete capping tools include coagulation
Grave blocks up tool body (1), and concrete capping tools ontology (1) includes the first concrete capping tools (11) and the second concrete
Capping tools (12), the second concrete capping tools (12) are connected with the first concrete capping tools (11), the first concrete
Capping tools (11) are arranged perpendicular to the second concrete capping tools (12).
2. a kind of wall column root concrete capping tools according to claim 1, it is characterised in that:The concrete blocks
Tool body (1) generally L-shaped structure concrete capping tools ontology (1) generally acute angle, obtuse angle either right angle
V-shaped structure.
3. a kind of wall column root concrete capping tools according to claim 1, it is characterised in that:First concrete
The whole L-shaped structure design of capping tools (11), on the bottom surface of the first concrete capping tools (11) of " L " the shape structure
Equipped at least two first mounting holes (111), bolt is provided in the first mounting hole (111), bolt passes through the first mounting hole
(111) it is connect with ground.
4. a kind of wall column root concrete capping tools according to claim 3, it is characterised in that:In the first coagulation grave
First mounting hole (111) there are two being set on the bottom surface of stifled tool (11), the shape and structure of two the first mounting holes (111) is identical,
Identical two the first mounting holes (111) of shape and structure are threaded hole.
5. a kind of wall column root concrete capping tools according to claim 1, it is characterised in that:Second concrete
The whole L-shaped structure design of capping tools (12), on the bottom surface of the second concrete capping tools (12) of " L " the shape structure
Equipped at least two second mounting holes (121), bolt is provided in the second mounting hole (121), bolt passes through the second mounting hole
(121) it is connect with ground.
6. a kind of wall column root concrete capping tools according to claim 5, it is characterised in that:In the second coagulation grave
Second mounting hole (121) there are two being set on the bottom surface of stifled tool (12), the shape and structure of two the second mounting holes (121) is identical,
Identical two the second mounting holes (121) of shape and structure are threaded hole.
7. according to a kind of wall column root coagulation grave described in claim 3 either claim 5 any one claim
Stifled tool, it is characterised in that:The bolt is the flat head bolt of the hexagonal expansion bolt either high intensity of high intensity.
8. a kind of wall column root concrete capping tools according to claim 1, it is characterised in that:First concrete
It uses to be fixedly connected either to use between capping tools (11) and the second concrete capping tools (12) and be flexibly connected,
In, it is fixedly connected as being machined directly to integrated formed structure or directly be welded as a whole;Flexible connection for articulated connection or
Person is to carry out locking connection by bolt assembly.
9. a kind of wall column root concrete capping tools according to claim 8, it is characterised in that:First concrete
Molding structure is linked together by welding between capping tools (11) and the second concrete capping tools (12).
10. a kind of wall column root concrete capping tools according to claim 1, it is characterised in that:First coagulation
Native capping tools (11) and the second concrete capping tools (12) are angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820393386.0U CN207999071U (en) | 2018-03-22 | 2018-03-22 | A kind of wall column root concrete capping tools |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820393386.0U CN207999071U (en) | 2018-03-22 | 2018-03-22 | A kind of wall column root concrete capping tools |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207999071U true CN207999071U (en) | 2018-10-23 |
Family
ID=63839104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820393386.0U Expired - Fee Related CN207999071U (en) | 2018-03-22 | 2018-03-22 | A kind of wall column root concrete capping tools |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207999071U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN114458007A (en) * | 2022-02-10 | 2022-05-10 | 中建二局第三建筑工程有限公司 | U-shaped rubber plugging device for root of wall formwork and mounting structure of U-shaped rubber plugging device |
-
2018
- 2018-03-22 CN CN201820393386.0U patent/CN207999071U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN114458007A (en) * | 2022-02-10 | 2022-05-10 | 中建二局第三建筑工程有限公司 | U-shaped rubber plugging device for root of wall formwork and mounting structure of U-shaped rubber plugging device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100469995C (en) | Construction method for after-pouring band beam-slab template | |
| CN105887702A (en) | Method for reinforcing concrete beam by prestressed carbon fiber plate and steel-concrete | |
| CN106320691A (en) | Aluminum-wood formwork construction method | |
| CN204983662U (en) | To drawing screw rod and steel pipe framed bent combination unilateral formwork device | |
| CN110259184A (en) | Column construction method is pulled out based on Removing Columns combined support jack-up system | |
| CN104480922B (en) | Space truss formwork system and construction method thereof | |
| CN105133487B (en) | Construction method for using combined type bridge temporary support to rapidly build continuous beams | |
| CN103615053A (en) | Construction method for post-cast belt of cast-in-place reinforced concrete structure | |
| CN110145124A (en) | A kind of control shear wall level connects the reinforcement tools and its construction method of batch quality | |
| CN207999071U (en) | A kind of wall column root concrete capping tools | |
| CN106968435A (en) | A kind of formwork reinforcement system of L-type shear wall with short piers one-piece casting construction | |
| CN203475806U (en) | Tool type anchoring bolt assembly used for fixing shape steel cantilever beam in construction sites | |
| CN111236647A (en) | Constructional column oblique split bolt and construction method of fixed template thereof | |
| CN112240055B (en) | Fully assembled reinforced concrete structure system | |
| CN113152893A (en) | Template for building construction and using method | |
| CN201288377Y (en) | Node structure of concrete pole with non-planting steel bar, welding steel bar and prolonging steel bar | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN207633740U (en) | The novel anchor of builder's jack | |
| CN215105454U (en) | Prefabricated and cast-in-place piled raft foundation that combines together | |
| CN105019599A (en) | Disassembly-free precast concrete beam insulation template | |
| CN214245382U (en) | Stainless steel-wood combined template applied to bare concrete | |
| CN205035732U (en) | Interim support of combined type bridge | |
| CN212002299U (en) | Oblique split bolt for constructional column | |
| CN108193874A (en) | A kind of stairway steel formwork for building | |
| CN113356405A (en) | Prefabricated composite wall structure based on embedded profile steel and construction method thereof |
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: 20181023 Termination date: 20210322 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |