CN204826626U - But reuse's concatenation formula typical forms - Google Patents
But reuse's concatenation formula typical forms Download PDFInfo
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- CN204826626U CN204826626U CN201520576946.2U CN201520576946U CN204826626U CN 204826626 U CN204826626 U CN 204826626U CN 201520576946 U CN201520576946 U CN 201520576946U CN 204826626 U CN204826626 U CN 204826626U
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- wide plate
- template
- narrow boards
- wide
- strap
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Abstract
The utility model discloses a but reuse's concatenation formula typical forms, connect the template including bottom template, top template and at least a lesson, the bottom template is connected with top template tight fit through connecting the template, the bottom template includes the first wide plate of two relative settings, and the limit portion of two first wide plates connects through the first strap of two relative settings, and just first wide plate flushes with the bottom of first strap, and the top of first wide plate is higher than the top of first strap, connect the second wide plate that the template includes two relative settings, the limit portion of second wide plate connects through the second strap of two relative settings, and the bottom of second strap is less than the bottom of second wide plate, and the top of second strap is less than the top of second wide plate. The utility model discloses can carry out adaptability length concatenation installation according to the length of cast in situ concrete post, stability is good, struts the ability reinforce, repeatedly usable, effectual save material and cost.
Description
Technical field
The utility model relates to a kind of building form, the spliced typified form that especially can reuse.
Background technology
Construction formwork is a kind of temporary structure, and it makes by designing requirement, concrete structure, component is shaped by the position specified, physical dimension, keeps its tram, and bears construction formwork deadweight and effect load thereon.And construction formwork is the important tool of concrete structure engineering construction.In Cast-in-situ Concrete Structural Engineering, form work engineering generally accounts for 20% ~ 30% of concrete structure engineering cost, accounts for 30% ~ 40% of the engineering amount of labour used, accounts for about 50% of the duration.Mould plate technique directly affects the quality of engineering construction, cost and benefit, and therefore it is the important content promoting China's Building technology progress.In construction formwork, plastic formwork is a kind of New Type Architecture Mode, can replace traditional steel form, wooden form, the lumps of wood completely.Repeatedly can have enough to meet the need use, energy-conserving and environment-protective.
Cast-in-situ concrete columns adopted wooden form construction in the past, was all generally to adopt loose spelling construction, and loose spelling has splicing insecure, cannot reuse, be both difficult to ensure the quality of products after form removable, and the low disadvantage of wasting again material of work efficiency.There is a kind of monolithic typified form afterwards, but be generally 4 to 8m due to the length of cast-in-situ concrete columns, and cause the length of typified form long, situation about cannot transport.
Utility model content
Technical problem to be solved in the utility model is, for above-mentioned the deficiencies in the prior art, provides a kind of spliced typified form reused.
The technical scheme that the spliced typified form that the utility model can reuse adopts is as follows:
The spliced typified form that the utility model can reuse, bottom comprising, template, top template are connected template with at least one joint, and bottom template is by connecting template and top template tight fit connection; Described bottom template comprises two pieces of first wide plates be oppositely arranged, and the edge of two piece of first wide plate is connected by the first narrow boards that two pieces are oppositely arranged, and the first wide plate flushes with the bottom of the first narrow boards, and the top of the first wide plate is higher than the top of the first narrow boards; Described connection template comprises two pieces of second wide plates be oppositely arranged, and the edge of the second wide plate is connected by the second narrow boards that two pieces are oppositely arranged, and the bottom of the second narrow boards is lower than the bottom of the second wide plate, and the top of the second narrow boards is lower than the top of the second wide plate; Described top template comprises two pieces of the 3rd wide plates be oppositely arranged, and the edge of the 3rd wide plate is connected by the 3rd narrow boards that two pieces are oppositely arranged, and the 3rd wide plate flushes with the top of the 3rd narrow boards, and the bottom of the 3rd narrow boards is lower than the bottom of the 3rd wide plate.
As preferred version of the present utility model, be fixedly installed template back arris at the back side of the first wide plate, the first narrow boards, the second wide plate, the second narrow boards, the 3rd wide plate and the 3rd narrow boards.
As preferred version of the present utility model, the two ends, left and right of the first narrow boards, the second narrow boards and the 3rd narrow boards are provided with dowel, the left and right sides of the inside of the first wide plate, the second wide plate and the 3rd wide plate is provided with the installing hole matched with dowel, and dowel is inserted in installing hole.
As preferred version of the present utility model, grafting muscle is respectively arranged with at the two ends up and down of the second wide plate and the second narrow boards, be respectively arranged with at the two ends up and down of the first wide plate, the first narrow boards, the 3rd wide plate and the 3rd narrow boards the inserting groove matched with grafting muscle, grafting muscle is inserted in inserting groove.
As preferred version of the present utility model, the two ends up and down of the second wide plate and the second narrow boards are provided with sealing bed course.
The advantage of the spliced typified form that the utility model can reuse is, can carry out the splicing of compliance length according to the length of cast-in-situ concrete columns and install, good stability, support capacity is strong, reusable, effective saving material and cost.
Accompanying drawing explanation
Fig. 1 is the stereogram of the spliced typified form that the utility model can reuse.
Fig. 2 is the structural representation of the bottom template of the spliced typified form that the utility model can reuse.
Fig. 3 is the structural representation of the connection template of the spliced typified form that the utility model can reuse.
Fig. 4 is the structural representation of the top template of the spliced typified form that the utility model can reuse.
Fig. 5 is the explosive view of the bottom template of the spliced typified form that the utility model can reuse.
Detailed description of the invention
As shown in Fig. 1 to 5, the spliced typified form that the utility model can reuse, bottom comprising, template 1, top template 3 are connected template 2 with at least one joint, and bottom template 1 is by connecting template 2 and top template 3 tight fit connection.Bottom template 1, top template 3 with is connected template 2 and is standard knot, only need carry out splicing at the scene and assemble, the quantity of connection template 2 can be selected according to the length of cast-in-situ concrete columns, to adapt to the cast-in-situ concrete columns of differing heights.
Bottom template 1 comprises two pieces of first wide plate 1-1 be oppositely arranged, the edge of two piece of first wide plate 1-1 is connected by the first narrow boards 1-2 that two pieces are oppositely arranged, and the first wide plate 1-1 flushes with the bottom of the first narrow boards 1-2, the top of the first wide plate 1-1 is higher than the top of the first narrow boards 1-2.By the form of structure that the first wide plate and the bottom of the first narrow boards are set to flush, the top of the first wide plate is higher than the form of structure at the top of the first narrow boards, the bottom of the first wide plate 1-1 and the first narrow boards 1-2 and ground touch, mismatch is formed on the top of the first wide plate 1-1 and the first narrow boards 1-2, so that be connected template 2 and carry out grafting, its stable connection.
The back side of the first wide plate 1-1 and the first narrow boards 1-2 is provided with template back arris 4, and template back arris 4 one aspect plays the effect of reinforcing rib, can match on the other hand with the strengthening mechanism outside template, carries out stable fixing to the first wide plate 1-1 and the first narrow boards 1-2.Described strengthening mechanism can be steel pipe and lacing wire, and four groups of steel pipes are up and down outside the staggered template back arris being fixed on bottom template 1, and carries out by lacing wire connections and lock.
Top template 3 comprises two pieces of the 3rd wide plate 3-1 be oppositely arranged, the edge of the 3rd wide plate 3-1 is connected by the 3rd narrow boards 3-2 that two pieces are oppositely arranged, and the 3rd wide plate 3-1 flushes with the top of the 3rd narrow boards 3-2, the bottom of the 3rd narrow boards 3-2 is lower than the bottom of the 3rd wide plate 3-1.By the form of structure flushed with the 3rd narrow boards is arranged at the top of the 3rd wide plate, the form of structure of the bottom lower than the 3rd wide plate 3-1 is arranged in the bottom of the 3rd narrow boards 3-2, form mismatch in top template 3 lower end, so that connect template 2 to carry out grafting, make it connect more stable.
The back side of the 3rd wide plate 3-1 and the 3rd narrow boards 3-2 is provided with template back arris 4, and template back arris 4 one aspect plays the effect of reinforcing rib, can match on the other hand with the strengthening mechanism outside template, carries out stable fixing to the 3rd wide plate 3-1 and the 3rd narrow boards 3-2.Described strengthening mechanism can be steel pipe and lacing wire, and four groups of steel pipes are up and down outside the staggered template back arris being fixed on top template 3, and carries out by lacing wire connections and lock.
Connect template 2 and comprise two pieces of second wide plate 2-1 be oppositely arranged, the edge of the second wide plate 2-1 is connected by the second narrow boards 2-2 that two pieces are oppositely arranged, and the bottom of the second narrow boards 2-2 is lower than the bottom of the second wide plate 2-1, the top of the second narrow boards 2-2 is lower than the top of the second wide plate 2-1.By the bottom of the second narrow boards being arranged to the form of structure of the bottom lower than the second wide plate, the form of structure at the top lower than the second wide plate 2-1 is arranged at the top of the second narrow boards 2-2, interface is formed at connection template 2 two ends, interface matches with the mismatch of bottom template 1 and top template 3, connects into an entirety.
The back side of the second wide plate 2-1 and the second narrow boards 2-2 is provided with template back arris 4, and template back arris 4 one aspect plays the effect of reinforcing rib, can match on the other hand with the strengthening mechanism outside template, carries out stable fixing to the second wide plate and the second narrow boards.Described strengthening mechanism can be steel pipe and lacing wire, and four groups of steel pipes are up and down outside the staggered template back arris being fixed on connecting portion template 2, and carries out by lacing wire connections and lock.
The two ends, left and right of the first narrow boards 1-2, the second narrow boards 2-2 and the 3rd narrow boards 3-2 are provided with dowel 5, the left and right sides of the inside of the first wide plate 1-1, the second wide plate 2-1 and the 3rd wide plate 3-1 is provided with the installing hole 6 matched with dowel, and dowel 5 is inserted in installing hole 6.The form of structure in installing hole is inserted into by dowel 5, first narrow boards 1-2, the second narrow boards 2-2 and the 3rd narrow boards 3-2 firmly can be fixed on the first wide plate 1-1, between the second wide plate 2-1 and the 3rd wide plate 3-1, prevent from wide plate and narrow boards from producing to misplace, affect supporting effect.
Grafting muscle 7 is respectively arranged with at the two ends up and down of the second wide plate 2-1 and the second narrow boards 2-2, be respectively arranged with at the two ends up and down of the first wide plate 1-1, the first narrow boards 1-2, the 3rd wide plate 3-1 and the 3rd narrow boards 3-2 the inserting groove 8 matched with grafting muscle, grafting muscle 7 is inserted in inserting groove 8.The form of structure in inserting groove is inserted into by grafting muscle, can by the second wide plate 2-1 and the second narrow boards 2-2 vertically and be firmly connected with the first wide plate 1-1 and the first narrow boards 1-2, the 3rd wide plate 3-1 and the 3rd narrow boards 3-2, and the first wide plate 1-1, the second wide plate 2-1 and the 3rd wide plate 3-1 are remained on same vertical plane, first narrow boards 1-2, the second narrow boards 2-2 and the 3rd narrow boards 3-2 remain on same vertical plane, prevent from producing dislocation between wide plate and narrow boards, affect supporting effect.
The two ends up and down of the second wide plate 2-1 and the second narrow boards 2-2 are provided with sealing bed course.By being provided with sealing bed course at the two ends up and down of the second wide plate and the second narrow boards, ensure that bottom template 1, top template 3 and the sealing performance be connected between template 2, when preventing from pouring into a mould, cement mortar flows out in gap.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (5)
1. the spliced typified form that can reuse, is characterized in that: bottom comprising, template (1), top template (3) are connected template (2) with at least one joint, and bottom template (1) is by connecting template (2) and top template (3) tight fit connection; Described bottom template (1) comprises two pieces of first wide plates (1-1) be oppositely arranged, the edge of two piece of first wide plate is connected by the first narrow boards (1-2) that two pieces are oppositely arranged, and the first wide plate (1-1) flushes with the bottom of the first narrow boards (1-2), the top of the first wide plate (1-1) is higher than the top of the first narrow boards (1-2); Described connection template (2) comprises two pieces of second wide plates (2-1) be oppositely arranged, the edge of the second wide plate (2-1) is connected by the second narrow boards (2-2) that two pieces are oppositely arranged, and the bottom of the second narrow boards (2-2) is lower than the bottom of the second wide plate (2-1), the top of the second narrow boards (2-2) is lower than the top of the second wide plate (2-1); Described top template (3) comprises two pieces of the 3rd wide plates (3-1) be oppositely arranged, the edge of the 3rd wide plate (3-1) is connected by the 3rd narrow boards (3-2) that two pieces are oppositely arranged, and the 3rd wide plate (3-1) flushes with the top of the 3rd narrow boards (3-2), the bottom of the 3rd narrow boards (3-2) is lower than the bottom of the 3rd wide plate (3-1).
2. the spliced typified form reused according to claim 1, is characterized in that: be fixedly installed template back arris (4) at the back side of the first wide plate (1-1), the first narrow boards (1-2), the second wide plate (2-1), the second narrow boards (2-2), the 3rd wide plate (3-1) and the 3rd narrow boards (3-2).
3. the spliced typified form reused according to claim 1, it is characterized in that: the two ends, left and right of the first narrow boards (1-2), the second narrow boards (2-2) and the 3rd narrow boards (3-2) are provided with dowel (5), the left and right sides of the inside of the first wide plate (1-1), the second wide plate (2-1) and the 3rd wide plate (3-1) is provided with the installing hole (6) matched with dowel, and dowel (5) is inserted in installing hole (6).
4. the spliced typified form reused according to claim 1, it is characterized in that: be respectively arranged with grafting muscle (7) at the two ends up and down of the second wide plate (2-1) and the second narrow boards (2-2), be respectively arranged with at the two ends up and down of the first wide plate (1-1), the first narrow boards (1-2), the 3rd wide plate (3-1) and the 3rd narrow boards (3-2) inserting groove (8) matched with grafting muscle, grafting muscle (7) is inserted in inserting groove (8).
5. the spliced typified form reused according to claim 1, is characterized in that: the two ends up and down of the second wide plate (2-1) and the second narrow boards (2-2) are provided with sealing bed course.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520576946.2U CN204826626U (en) | 2015-08-04 | 2015-08-04 | But reuse's concatenation formula typical forms |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520576946.2U CN204826626U (en) | 2015-08-04 | 2015-08-04 | But reuse's concatenation formula typical forms |
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CN204826626U true CN204826626U (en) | 2015-12-02 |
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CN201520576946.2U Expired - Fee Related CN204826626U (en) | 2015-08-04 | 2015-08-04 | But reuse's concatenation formula typical forms |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109680648A (en) * | 2019-02-22 | 2019-04-26 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of high-pile beam wharf member section recovery template |
CN113118378A (en) * | 2021-04-16 | 2021-07-16 | 杭州汽轮铸锻有限公司 | Cordwood casting wood pattern system |
-
2015
- 2015-08-04 CN CN201520576946.2U patent/CN204826626U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109680648A (en) * | 2019-02-22 | 2019-04-26 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of high-pile beam wharf member section recovery template |
CN109680648B (en) * | 2019-02-22 | 2023-08-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Repairing method for section of high pile beam slab wharf component |
CN113118378A (en) * | 2021-04-16 | 2021-07-16 | 杭州汽轮铸锻有限公司 | Cordwood casting wood pattern system |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20180804 |