CN2432281Y - Prefabricated construction member for building embankment - Google Patents
Prefabricated construction member for building embankment Download PDFInfo
- Publication number
- CN2432281Y CN2432281Y CN 00223261 CN00223261U CN2432281Y CN 2432281 Y CN2432281 Y CN 2432281Y CN 00223261 CN00223261 CN 00223261 CN 00223261 U CN00223261 U CN 00223261U CN 2432281 Y CN2432281 Y CN 2432281Y
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- prefabricated component
- prefabricated
- column
- hangers
- firm
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Abstract
The utility model discloses a prefabricated construction member for building an embankment, which comprises a prefabricated member for a fixing triangular frame and a prefabricated member for an earth blocking board. The prefabricated member for a fixing triangular frame is formed by assembly or integral casting of an upright post, a transverse post and an inclined strut. The upper section of an upright post the prefabricated member for a fixing triangular frame is pre-reserved with a connecting groove and a connecting suspension loop. The lower part of the connecting point of the transverse post and the inclined strut is prefabricated with a fixing nail, so that the fixing triangular frame is conveniently fixed on the foundation of building the embankment during construction. The prefabricated member for an earth blocking board is rigidly interconnected with the prefabricated connecting groove and the connecting suspension loop on the upright post of the prefabricated member for a fixing triangular frame to form a body. The lasting firmness of building the embankment is integrally reinforced, the utility model can be used for reforming fields and earth, and labour and investment can be saved.
Description
The utility model relates to building materials, especially for the block ridge lining material of upgrading low-and medium-yield farmland.
Before the present invention makes, the block ridge lining material of upgrading low-and medium-yield farmland mainly adopts the rectangular slab of stone, slabstone, piece stone, cobble and earth material, the building stones abundance easily zone such as limestone, sandstone be practicable, but to lacking building stones or not weather resistance of building stones or the big area of exploitation of stone difficulty, as laterite district, alluvial soil district, long-pending yellow soil district and Soil Developed From Suining Group Tu Qu etc. again, building ridge lining material becomes the key constraints of implementing upgrading low-and medium-yield farmland.Even in the abundant area of building stones, though can gather materials on the spot, the labour intensity of quarrying stone is big, natural stone is irregular, and the lining construction difficulty is big, progress is slow, work efficiency is low, steadiness is of poor quality, builds the big waste land resources of the ridge gradient, concentrating cuts into a mountain for quarrying destroys ecology, and potential safety hazard is many.
The purpose of this utility model is to overcome the defective of above-mentioned block ridge lining material; be upgrading low-and medium-yield farmland; improve the soil and provide a kind of easy for installation, easy and simple to handle in particular for the field that changes that lacks the natural stone area; the saving of labor, save time, investment-saving, attenuating labour intensity, improve work efficiency and build ridge quality; firm practical; the utilization benefit height economizes the land resource, and the field prefabricated component of improving the soil that changes that helps ecological environmental protection is built ridge lining material.
The purpose of this utility model is to realize like this.A kind of block ridge prefabricated units comprise firm tripod and breast boards prefabricated component.Firm tripod prefabricated component is by column, spreader and assembling of diagonal brace prefabricated component or integrated poured forming.Firm tripod prefabricated component column epimere is reserved the link slot of being convenient to shelve the breast boards prefabricated component, is shaped on 1-10 in advance towards the post jamb of diagonal brace and is exclusively used in the connection hangers of shelving the breast boards prefabricated component.Spreader and bottom, diagonal brace junction are shaped on firm nail in advance, when being convenient to construct firm tripod are fixed on the block terraced land base.The two ends of the breast boards preform length direction that is connected with firm tripod prefabricated component shelve be placed in the column link slot and/or connect hangers and/or with the spreader of column connecting portion on, column is close in earth bezel prefabricate component width front (showing up), the two ends width is corresponding to spacing between the degree of depth of link slot on the firm tripod prefabricated component or two hangers or the spacing between hangers and the spreader, and the end is 5～8cm with the binding face that column is connected alternately.
Principle and advantage of the present utility model is: utilize leg-of-mutton stability principle and firm nail, the lateral pressure that the backfill cubic meter of stone is produced passes to firm tripod prefabricated component by diagonal brace, thereby lasting stability ground will be built ridge prefabricated units and be stabilized on the block terraced land base.Prefabricated link slot and be connected hangers and link into an integrated entity alternately by rigidity on earth bezel prefabricate component and the firm tripod prefabricated component column forms the sluicing crack by hangers or link slot load-bearing pedestal between the breast boards, the lasting steadiness on the overall enhanced block ridge.Firm tripod and breast boards prefabricated component are gained in strength by reinforcing bar, it is little to take block space, the ridge, easy for installation, can gather materials on the spot and fill the cubic metre of earth and stone in a large number, the saving of labor, save time, lower labour intensity, improve 10 times of work efficiency, save and build ridge investment 10%～30%, it is good to build ridge quality, the utilization benefit height economizes the land resource.Build ridge prefabricated component and can realize that batch production, standardization produce in batches, thereby improve lining material and build the scientific and technological content on the ridge, promote to change the field engineering of improving the soil, avoid concentrating the life and the potential safety hazard of cutting into a mountain for quarrying, help ecological environment and labour protection.
Below in conjunction with drawings and Examples the utility model is made and to be described in further detail.
Fig. 1 is firm tripod prefabricated component schematic perspective view.
Fig. 2 is for building ridge prefabricated units schematic perspective view.
Fig. 3 is a breast boards prefabricated component schematic perspective view.
In Fig. 1, Fig. 2 and Fig. 3,1 be the column, 2 of firm tripod prefabricated component for spreader, 3 be diagonal brace, 4 be firm nail, 5 be hangers, 6 be link slot, 7 is link slot load-bearing pedestal, 8 is the breast boards prefabricated component, 9 has been that the native plate that stitches of sluicing stitches.
Firm tripod prefabricated component shown in Figure 1 has triangle mechanics stability.Firm tripod prefabricated component column 1 high 80～300cm, 80～130cm preferably, epimere is reserved the link slot 6 of being convenient to shelve breast boards prefabricated component 8, post jamb towards diagonal brace 3 is shaped on the individual connection hangers 5 of shelving breast boards prefabricated component 8 that is exclusively used in of 1-10 in advance, and spreader 2 is shaped in advance with bottom, diagonal brace 3 junction to be convenient to firm tripod is being built firm nail 4 fixing on the terraced land base.The width of column, spreader and diagonal brace is 10～30cm, 15cm preferably, and thickness is 10～20cm, preferably 10cm.The length of spreader and diagonal brace is different with the change of strut length, and for example, when column was 129cm, spreader was 80cm, and diagonal brace is 128cm; When column was 107cm, spreader was 72cm, and diagonal brace is 108cm; When column was 80cm, spreader was 60cm, and diagonal brace is 80cm.Hangers is 5～10 * 5～10 * 10～30cm, and the groove width of link slot 6 is advisable can put into breast boards prefabricated component end 8, and groove depth is corresponding with earth bezel prefabricate component 8 two ends width.
The width of breast boards prefabricated component shown in Fig. 3 a is 10～100cm, 19cm preferably, and length is 50～1000cm, 150cm preferably, thickness is 3～20cm, preferably 6cm.As required, but shelves native plate two ends unfilled corner is prepared into unfilled corner plate (shown in Fig. 3 b, the 3c), is convenient to construction and installation.
Firm tripod and breast boards prefabricated component form block ridge prefabricated units all by different size stressing conditions configuration reinforcement in use with the 200# concrete casting.
Block ridge prefabricated units shown in Figure 2 comprise firm tripod prefabricated component and breast boards prefabricated component.The two ends of breast boards preform length direction shelve be placed in firm tripod prefabricated component column link slot 6 and/or connect hangers 5 and/or with the spreader 2 of column 1 connecting portion on, the two ends width is corresponding to spacing between the degree of depth of link slot 6 or two hangers or the spacing between hangers and the spreader, column 1 is close in the width front, and the end is 5～8cm with the binding face that column 1 is connected alternately.
The utility model is simple for production, and is easy for installation, can be chosen in to improve the soil on-the-spot nearerly from changing the field, and produce in batches in the place of convenient transportation, transports to change the field on-the-spot installation of improving the soil.
Claims (1)
1, a kind of block ridge prefabricated units, comprise firm tripod and breast boards prefabricated component, it is characterized in that firm tripod prefabricated component column 1 epimere reserves the connection groove 6 of being convenient to shelve breast boards prefabricated component 8, post jamb towards diagonal brace 3 is shaped on the individual connection hangers 5 of shelving breast boards prefabricated component 8 that is exclusively used in of 1-10 in advance, spreader 2 is shaped in advance with bottom, diagonal brace 3 junction to be convenient to firm tripod is being built firm nail 4 fixing on the terraced land base, the two ends of breast boards prefabricated component 8 length directions are shelved the link slot 6 that is placed on the column link slot load-bearing pedestal 7 and/or are connected on hangers 5 and/or the spreader 2, the two ends width is corresponding to spacing between the degree of depth of link slot 6 on the firm tripod prefabricated component or two hangers or the spacing between hangers and the spreader, column is close in the width front, and the end is 5-8cm with the binding face that column 1 is connected alternately.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00223261 CN2432281Y (en) | 2000-06-12 | 2000-06-12 | Prefabricated construction member for building embankment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00223261 CN2432281Y (en) | 2000-06-12 | 2000-06-12 | Prefabricated construction member for building embankment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2432281Y true CN2432281Y (en) | 2001-05-30 |
Family
ID=33587841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00223261 Expired - Fee Related CN2432281Y (en) | 2000-06-12 | 2000-06-12 | Prefabricated construction member for building embankment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2432281Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619373A (en) * | 2012-04-17 | 2012-08-01 | 中国轻工业长沙工程有限公司 | Rack type material retaining wall and umbrella-shaped roof |
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
| CN109235452A (en) * | 2018-10-26 | 2019-01-18 | 河南省中原建设监理中心有限公司 | A kind of base pit engineering supporting construction |
-
2000
- 2000-06-12 CN CN 00223261 patent/CN2432281Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619373A (en) * | 2012-04-17 | 2012-08-01 | 中国轻工业长沙工程有限公司 | Rack type material retaining wall and umbrella-shaped roof |
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
| CN109235452A (en) * | 2018-10-26 | 2019-01-18 | 河南省中原建设监理中心有限公司 | A kind of base pit engineering supporting construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |