CN203371634U - Combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups - Google Patents
Combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups Download PDFInfo
- Publication number
- CN203371634U CN203371634U CN201320448713.5U CN201320448713U CN203371634U CN 203371634 U CN203371634 U CN 203371634U CN 201320448713 U CN201320448713 U CN 201320448713U CN 203371634 U CN203371634 U CN 203371634U
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- groove
- base body
- groups
- reinforced earth
- retaining wall
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Abstract
The utility model particularly relates to a combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups to solve the problem that the work efficiency is low and the template investment is large in the process of prefabricating the reinforced earth retaining wall face plates in groups. The combined steel die comprises a base, wherein a plurality of step-shaped base bodies are arranged on the base, each step-shaped base body is low in the two ends and high in the middle, a rabbet groove is formed in the middle of the upper end face of each base body, steel-channel-shaped side dies are fixed to the step faces of each base body respectively, an end die which is perpendicular to the side dies is fixed to each base body, a groove is formed in the middle of the upper end of each end die, two lacing wires which are arranged in parallel and fixedly connected with the top ends of the side dies are arranged on the upper end of each end die, a rabbet bar is placed in the groove of each end die, and a pressing steel bar which is fixedly connected with the lacing wires is placed on each rabbet bar. According to the combined steel die, the work of prefabricating the reinforced earth retaining wall face plates in groups is achieved, work of construction can be conducted according to the process and in a standardized mode, the work efficiency is improved, the quality is unified, and meanwhile construction cost is effectively reduced due to the adoption of centralized pouring and maintenance.
Description
Technical field
The utility model relates to reinforced earth bulkhead panel fabricated device, is specially a kind of modular reinforced earth bulkhead panel Prefabricated composite punching block in groups.
Background technology
Reinforced earth bulkhead is comprised of panel, muscle material and three parts of banketing, the balanced structure body interact between the three, restriction formed reasonable stress mutually.Wherein concrete slab has to block behind and bankets, prevents weather-beaten effect, has the effect that beautifies outward appearance concurrently simultaneously.
Reinforced earth bulkhead panel in the past, adopts the forms such as Rectangular Plates of Reinforced Concrete, groove type plate more, introduced again in the recent period external modular panel-form.
The modular panel has the volume I and alleviates labor strength, itself is provided with to be and inserts the formula tongue and groove and be convenient to build by laying bricks or stones and the advantages such as panel is stable.
But up and down with tongue and groove (groove and boss), make troubles to the prefabricated processing of module due to module, work efficiency as prefabricated as monolithic is low, and template has high input, as prefabricated in groups, there is no again a relevant prefabricated mould.
Summary of the invention
In order to solve, modular reinforced earth bulkhead panel is prefabricated exists the problem that work efficiency is low, template has high input to the utility model, and a kind of modular reinforced earth bulkhead panel Prefabricated composite punching block in groups is provided.
The utility model is to adopt following technical scheme to realize: modular reinforced earth bulkhead panel is the Prefabricated composite punching block in groups, comprise base, be provided with several two ends on base low, middle high stepped base body, the middle part, upper surface of each base body is provided with the tongue and groove groove, the cascaded surface of base body is fixed with channel-section steel shape side form, be fixed with and upper center vertical with side form on the base body and open reeded end mould, end mould upper end is provided with two lacing wires that be arranged in parallel and be connected and fixed with the side form top, be placed with the tongue and groove bar in the groove of end mould, be placed with the compression steel bar be connected and fixed with lacing wire on the tongue and groove bar.
During construction, to casting concrete in mould, vibrate, receipts face, maintenance, reach form removal after some strength; After removing concrete modular, cleaning base and template, re-assembly, and carries out prefabricated construction next time, overcome that modular reinforced earth bulkhead panel is prefabricated exists the problem that work efficiency is low, template has high input.
The utility model reasonable in design is reliable, has realized the in batches pre-manufacturing in groups of modular reinforced earth bulkhead panel, has realized operation, the standardized work of construction, and improved work efficiency, unify quality, adopted to concentrate simultaneously and build and maintenance, effectively reduced construction cost.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1-base body, 2-tongue and groove groove, the 3-side form, 4-holds mould, the 5-lacing wire, 6-tongue and groove bar, 7-compresses steel bar.
The specific embodiment
Modular reinforced earth bulkhead panel is the Prefabricated composite punching block in groups, comprise base, be provided with several two ends on base low, middle high stepped base body 1, the middle part, upper surface of each base body 1 is provided with tongue and groove groove 2, the cascaded surface of base body 1 is fixed with channel-section steel shape side form 3, be fixed with and upper center vertical with side form 3 on base body 1 and open reeded end mould 4, end mould 4 upper ends are provided with two lacing wires 5 that be arranged in parallel and be connected and fixed with side form 3 tops, be placed with tongue and groove bar 6 in the groove of end mould 4, be placed with the compression steel bar 7 be connected and fixed with lacing wire 5 on tongue and groove bar 6.
In specific implementation process, use the masonry of cement mortar brick plinth on level land, and use cement sand plaster, press the reserved tongue and groove groove 2 of design attitude, pre-embedded anchoring bolts on base body 1, be arranged on side form 3 on foundation bolt; Through lacing wire 5, that side form 3 is fixing with end mould 4 with set bolt; To compress steel bar 7 with bolt is connected firmly with lacing wire 5.
Be reserved with end mould slot by its length on base body 1, for being connected with the end mould.
Claims (1)
1. modular reinforced earth bulkhead panel Prefabricated composite punching block in groups, it is characterized in that: comprise base, be provided with several two ends on base low, middle high stepped base body (1), the middle part, upper surface of each base body (1) is provided with tongue and groove groove (2), the cascaded surface of base body (1) is fixed with channel-section steel shape side form (3), be fixed with and upper center vertical with side form (3) on base body (1) and open reeded end mould (4), end mould (4) upper end is provided with two lacing wires (5) that be arranged in parallel and be connected and fixed with side form (3) top, be placed with tongue and groove bar (6) in the groove of end mould (4), be placed with the compression steel bar (7) be connected and fixed with lacing wire (5) on tongue and groove bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320448713.5U CN203371634U (en) | 2013-07-26 | 2013-07-26 | Combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320448713.5U CN203371634U (en) | 2013-07-26 | 2013-07-26 | Combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203371634U true CN203371634U (en) | 2014-01-01 |
Family
ID=49834185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320448713.5U Expired - Fee Related CN203371634U (en) | 2013-07-26 | 2013-07-26 | Combined steel die for prefabricating modular type reinforced earth retaining wall face plates in groups |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203371634U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106738225A (en) * | 2016-12-21 | 2017-05-31 | 周兆弟 | It is the mould of the prefabricated pile of rectangle to make cross section |
-
2013
- 2013-07-26 CN CN201320448713.5U patent/CN203371634U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106738225A (en) * | 2016-12-21 | 2017-05-31 | 周兆弟 | It is the mould of the prefabricated pile of rectangle to make cross section |
| CN106738225B (en) * | 2016-12-21 | 2022-11-08 | 周兆弟 | Mould for manufacturing precast pile with rectangular cross section |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140101 Termination date: 20140726 |
|
| EXPY | Termination of patent right or utility model |