CN111706070A - Mat stone shaping die - Google Patents
Mat stone shaping die Download PDFInfo
- Publication number
- CN111706070A CN111706070A CN202010577615.6A CN202010577615A CN111706070A CN 111706070 A CN111706070 A CN 111706070A CN 202010577615 A CN202010577615 A CN 202010577615A CN 111706070 A CN111706070 A CN 111706070A
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- CN
- China
- Prior art keywords
- steel pipe
- steel
- limiting
- direction control
- template
- 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.)
- Withdrawn
Links
- 239000004575 stone Substances 0.000 title claims abstract description 31
- 238000007493 shaping process Methods 0.000 title claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 230000000670 limiting effect Effects 0.000 claims abstract description 43
- 238000013461 design Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 19
- 238000009434 installation Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000004513 sizing Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000002349 favourable effect Effects 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 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
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a sizing die for a cushion stone, which comprises a limiting structure and a plurality of templates which are arranged on the limiting structure and used for surrounding and forming a concrete pouring space, wherein the limiting structure comprises a limiting frame with the same profile as the cross section of the cushion stone, and the templates are steel templates. The invention has the beneficial effects that: this scheme utilizes limit structure as the installation benchmark of template, under limit structure's shape precision remain stable's the condition, the shape precision that can make the template remains stable throughout, under the condition of a lot of construction, make the construction quality of bed stone remain stable, the steel form of this scheme adoption has the advantage that structural strength is high, can resist the deformation under the effect of bearing the concrete impact, and avoid receiving wearing and tearing and form the pitted surface with the surface that concrete contacted, can use repeatedly and guarantee the shaping quality of bed stone.
Description
Technical Field
The invention relates to the technical field of bridge construction, in particular to a setting die for a pad stone.
Background
In bridge engineering, the cushion stone is a mounting platform of a bridge support and plays a role in downward transferring the load on the upper part of a bridge. The construction quality of the bridge support directly influences the installation quality of the bridge support and the durability of the bridge, for example, the flatness and the gradient of the pad stone and the installation positioning flatness of the support are directly influenced by a reserved bolt opening, the pouring and maintenance of the pad stone directly influences the strength and the durability of the pad stone, and further influences the durability of the bridge main body and the maintenance cost of the bridge in the later period in the using process.
At present, in most bridge construction, the construction of the cushion stone adopts a site assembled wood model. The construction method has the following defects: 1. the template is easy to damage in the process of dismantling, the material cannot be recycled for multiple times, and the re-manufacturing takes time and labor; 2. the anchor bolt hole of the support is easy to deviate, and the PVC pipe is lined to influence the mortar bonding effect of the support; 3. the template is easy to deform and displace in the concrete pouring process, and the shape precision and the appearance quality of the cushion are poor; 4. the processing quality of the wood template has deviation, so that the problems of slurry leakage, pitted surface and the like are easily caused, and the flatness and the strength of the cushion stone are influenced; 5. the preformed hole for mounting the support is easy to displace, so that the support cannot be mounted.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a setting die for the cushion stone, which is used for improving the construction quality of the cushion stone and improving the repeated utilization rate of a template.
The invention is realized by the following technical scheme: the utility model provides a base stone design mould, includes that limit structure and a plurality of setting just are used for around forming the template in concrete placement space on limit structure, limit structure include with the same spacing frame of base stone cross section profile, the template be the steel form.
Furthermore, in order to better realize the invention, the limiting structure comprises a plurality of steel pipe mounting brackets arranged in the limiting frame, and steel pipes used for forming the preformed holes are mounted on the steel pipe mounting brackets.
Furthermore, in order to better realize the invention, the limiting structure comprises a vertical direction control bracket which is arranged on the steel pipe mounting bracket and is vertical to the plane of the limiting frame, and the vertical direction control bracket is parallel to the axis of the steel pipe and is connected with the outer side surface of the steel pipe.
Furthermore, in order to better realize the invention, the limiting structure comprises a horizontal direction control bracket which is arranged on the vertical direction control bracket and is vertical to the vertical direction control bracket, and the horizontal direction control bracket is vertical to the axis of the steel pipe and is connected with the end face of the steel pipe.
Furthermore, in order to better realize the invention, the limiting structure comprises a fixed frame which is arranged at the outer side of the steel pipe and is positioned on the same plane with the limiting frame, and the fixed frame and the steel pipe mounting bracket surround to form a square.
Furthermore, in order to better realize the invention, the limiting structure is made of angle steel or channel steel.
Further, in order to better realize the invention, the template is connected with the limiting frame through bolts.
Further, in order to better implement the invention, the template is a steel template.
The beneficial effect that this scheme obtained is:
this scheme utilizes limit structure as the installation benchmark of template, under limit structure's shape precision remain stable's the condition, the shape precision that can make the template remains stable throughout, under the condition of a lot of construction, make the construction quality of bed stone remain stable, the steel form of this scheme adoption has the advantage that structural strength is high, can resist the deformation under the effect of bearing the concrete impact, and avoid receiving wearing and tearing and form the pitted surface with the surface that concrete contacted, can use repeatedly and guarantee the shaping quality of bed stone.
Drawings
FIG. 1 is a schematic structural diagram of the present embodiment;
FIG. 2 is a sectional view taken along line A of FIG. 1;
FIG. 3 is a sectional view taken along line B of FIG. 1;
the method comprises the following steps of 1-a template, 21-a limiting frame, 22-a steel pipe mounting bracket, 23-a steel pipe, 24-a vertical direction control bracket, 25-a horizontal direction control bracket and 26-a fixing frame.
Detailed Description
The present invention will be described in further detail with reference to examples, but the embodiments of the present invention are not limited thereto.
Example 1:
as shown in fig. 1, in this embodiment, a bolster shaping mold includes a limiting structure and a plurality of formworks 1 disposed on the limiting structure and used for surrounding a concrete pouring space, where the limiting structure includes a limiting frame 21 having the same profile as the cross section of the bolster, and the formworks 1 are steel formworks.
The limiting structure is used as a positioning and installing reference of the template 1, the template 1 is installed on the limiting structure, the template 1 surrounds a space for forming pouring concrete, and the work of pouring concrete is carried out after the steel reinforcement cage is installed. And after the concrete is formed, taking down the template 1 and the limiting structure. In this scheme, owing to adopted the steel form, when concreting, thereby the steel form can resist the impact of concrete and avoid warping, be favorable to guaranteeing the shape precision of template 1 self, compare in the plank sheathing, the intensity of steel form self, surface quality is also higher, can effectively avoid the surface of steel form impaired and guarantee the integrality of self structure, avoid the phenomenon that the pitted surface appears in the stone, therefore the steel form can relapse repetitious usage and guarantee the shaping quality of stone.
The limiting structure can reduce the difficulty of marking and positioning in site construction, is favorable for improving the construction efficiency, ensures the positioning and mounting quality of the template 1, and ensures that the structure and the quality of the multiple construction base stones are kept the same
Example 2:
as shown in fig. 1 and fig. 2, on the basis of the above embodiments, in this embodiment, the limiting structure includes a plurality of steel pipe mounting brackets 22 disposed in the limiting frame 21, and the steel pipe mounting brackets 22 are mounted with steel pipes 23 for forming the prepared holes.
The steel pipe 23 can extend into the space formed by the formwork 1, and when concrete is poured, the steel pipe 23 occupies partial space, and after the concrete is formed, the steel pipe 23 can be taken out to form a reserved hole.
The steel pipe mounting bracket 22 is used as a foundation for mounting the steel pipe 23, the position of the steel pipe 23 can be controlled to be kept at a position required by design, the steps of positioning and mounting the steel pipe can be omitted, the construction efficiency is improved, the positions of the steel pipe can be kept consistent all the time through multiple constructions, and the precision and the quality of repeated construction are guaranteed.
As shown in fig. 2, on the basis of the above embodiment, in the present embodiment, the limiting structure includes a vertical direction control bracket 24 that is disposed on the steel pipe mounting bracket 22 and perpendicular to the plane of the limiting frame 21, and the vertical direction control bracket 24 is parallel to the axis of the steel pipe 23 and is connected to the outer side surface of the steel pipe 23.
The vertical direction control bracket 24 is connected with the steel pipe 23 to control the position accuracy of the steel pipe 23 in the vertical direction, so that the steel pipe 23 is supported to ensure the position accuracy of the steel pipe 23 in the vertical direction, the stability and the shock resistance of the steel pipe 23 are improved, and the situation that the position accuracy is damaged due to the displacement of the steel pipe 3 under the impact action of concrete is avoided.
As shown in fig. 2 and 3, the limiting structure includes a horizontal direction control bracket 25 which is arranged on the vertical direction control bracket 24 and is perpendicular to the vertical direction control bracket 24, and the horizontal direction control bracket 25 is perpendicular to the axis of the steel pipe 23 and is connected with the end face of the steel pipe 23.
The horizontal direction control bracket 25 is connected with the steel pipe 23 to control the position accuracy of the steel pipe 23 in the horizontal direction, the displacement of the steel pipe 23 in the horizontal direction and the rotation of the steel pipe 23 in a vertical plane can be limited, the stability and the shock resistance of the steel pipe 23 can be further improved, the stability of the position accuracy of the steel pipe 23 can be favorably kept, and the accuracy and the quality of repeated construction can be ensured.
As shown in fig. 1, the limiting structure includes a fixing frame 26 disposed outside the steel pipe 23 and located on the same plane as the limiting frame 21, and the fixing frame 26 and the steel pipe mounting bracket 22 surround to form a square.
The fixed frame 26 is connected with the steel pipe 23 in the circumferential direction of the steel pipe 23, and the limiting effect of the limiting structure on the steel pipe 23 can be further improved, so that the stability and the shock resistance of the steel pipe 23 are further improved, the steel pipe 23 is kept stable in position precision, and the precision and the quality of repeated construction are guaranteed. And the connection strength of the steel pipe 23 and the limiting structure is increased, and the steel pipe 23 is prevented from deforming due to the tensile force of the concrete structure during demolding.
On the basis of the above embodiments, in this embodiment, the limiting structure is made of angle steel or channel steel. Utilize angle steel or channel-section steel can guarantee the intensity and the rigidity of limit structure itself, prevent that limit structure from taking place to warp and influencing the position accuracy of template 1 and steel pipe 23, avoid the shaping precision of stone pad to receive the influence.
Example 3:
on the basis of the above embodiment, in this embodiment, the formwork 1 and the limiting frame 21 are connected by bolts. With this be favorable to convenient construction, after the shaping of stone pad, through loosening the bolt, be convenient for make template 1 take off respectively with limit structure, avoid leading to template 1 and limit frame to warp at the in-process of drawing of patterns.
In this embodiment, other undescribed contents are the same as those in the above embodiment, and thus are not described again.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and all simple modifications and equivalent variations of the above embodiments according to the technical spirit of the present invention are included in the scope of the present invention.
Claims (7)
1. The utility model provides a rubble design mould which characterized in that: including limit structure and a plurality of setting on limit structure and be used for around forming template (1) in concrete placement space, limit structure include with the same spacing frame (21) of stone setting cross section profile, template (1) be the steel form.
2. The setting mold for the cushion stone according to claim 1, wherein: the limiting structure comprises a plurality of steel pipe mounting brackets (22) arranged in a limiting frame (21), and steel pipes (23) used for forming preformed holes are mounted on the steel pipe mounting brackets (22).
3. The setting mold for the cushion stone according to claim 2, wherein: the limiting structure comprises a vertical direction control support (24) which is arranged on the steel pipe mounting support (22) and is perpendicular to the plane of the limiting frame (21), wherein the vertical direction control support (24) is parallel to the axis of the steel pipe (23) and is connected with the outer side face of the steel pipe (23).
4. The setting mold for the cushion stone according to claim 3, wherein: the limiting structure comprises a horizontal direction control support (25) which is arranged on the vertical direction control support (24) and is perpendicular to the vertical direction control support (24), and the horizontal direction control support (25) is perpendicular to the axis of the steel pipe (23) and is connected with the end face of the steel pipe (23).
5. The setting mold for the cushion stone according to claim 4, wherein: the limiting structure comprises a fixing frame (26) which is arranged on the outer side of the steel pipe (23) and is positioned on the same plane with the limiting frame (21), and the fixing frame (26) and the steel pipe mounting bracket (22) surround to form a square.
6. A stepping stone shaping die as claimed in any one of claims 1, 2, 3, 4, 5, wherein: the limiting structure is made of angle steel or channel steel.
7. The setting mold for the cushion stone according to claim 6, wherein: the template (1) is connected with the limiting frame through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010577615.6A CN111706070A (en) | 2020-06-23 | 2020-06-23 | Mat stone shaping die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010577615.6A CN111706070A (en) | 2020-06-23 | 2020-06-23 | Mat stone shaping die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111706070A true CN111706070A (en) | 2020-09-25 |
Family
ID=72541455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010577615.6A Withdrawn CN111706070A (en) | 2020-06-23 | 2020-06-23 | Mat stone shaping die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111706070A (en) |
-
2020
- 2020-06-23 CN CN202010577615.6A patent/CN111706070A/en not_active Withdrawn
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200925 |