CN204112765U - A kind of earthen ruins bracing means - Google Patents
A kind of earthen ruins bracing means Download PDFInfo
- Publication number
- CN204112765U CN204112765U CN201420584379.0U CN201420584379U CN204112765U CN 204112765 U CN204112765 U CN 204112765U CN 201420584379 U CN201420584379 U CN 201420584379U CN 204112765 U CN204112765 U CN 204112765U
- Authority
- CN
- China
- Prior art keywords
- band
- safeguards
- pad
- rod
- anchor
- 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
- Ladders (AREA)
Abstract
The utility model discloses a kind of earthen ruins bracing means, comprise and be arranged on Double-anchor-head in earthen ruins to wearing anchor pole, first safeguards that band safeguarded by band and second, Double-anchor-head comprises external surface cut the spiral fluted body of rod to wearing anchor pole, body of rod one end is provided with the first pad and the first anchor head, the body of rod other end is provided with the second pad and the second anchor head, first pad and the second pad are all between the first anchor head and the second anchor head, first pad, first anchor head, second pad and the second anchor head are all positioned at earthen ruins and all coordinate with the body of rod, first safeguards that band one end is enclosed within body of rod one end, first safeguards that band one end is between the first pad and the first anchor head, second safeguards that band one end is enclosed within the body of rod other end, second safeguards that band one end is between the second pad and the second anchor head, first safeguards with second, band safeguards that the other end be with is bolted to connection.The utility model not easily makes earthen ruins broken when reinforcing, anchor pole power is large, and anchor pole is not easy corrosion, can not affect the outward appearance of earthen ruins.
Description
Technical field
The utility model relates to a kind of bracing means, especially relates to a kind of earthen ruins bracing means.
Background technology
Chinese ancient architecture is based on civil construction, and due to long-term nature and artificial action, Wood member great majority are destroyed, and has remained a large amount of soil property bases and body of wall.Especially the Northwest, because environment arid has remained a large amount of earthen ruins, earthen ruins has different classification according to different classes of, according to the angle of protection, is divided into outdoor earthen ruins and indoor earthen ruins; From purposes and in form, ancient human is divided into live ruins, the site of an ancient city, mausoleum ruins, ancient fossil stratum ruins, Great Wall, pass, beacon flint and Tu Ta ruins, hole, cave, kiln, ruins, cellar for storing things, revolutionary site and revolution souvenir ruins etc.Earthen ruins belongs to non-renewable resources as the one of historical relic, has important historical value and social value.Due to factors such as environmental change, agent erosion, artificial destructions, create multiple diseases, as sheet stripping, wind-force wash in a pan erosion and crack etc., particularly crack is when the stability of growing serious harm earthen ruins to a certain extent, reinforcing if do not takeed effective measures, will there is destructive destruction in earthen ruins.At present, adopt traditional anchor pole to reinforce earthen ruins, need during reinforcing to peel off the boring of body place in the crack of earthen ruins, boring can produce very large vibration, is very easy to cause crack to peel off body broken; Meanwhile, the anchor pole power of conventional anchor is inadequate, the easy corrosion of anchor pole, and anchor head is placed in earthen ruins surface, has had a strong impact on life-span and the outward appearance of earthen ruins.
Utility model content
The purpose of this utility model is to overcome above-mentioned deficiency of the prior art, a kind of earthen ruins bracing means is provided, can effectively solve easily to cause earthen ruins crack to be peeled off when existing anchor pole is reinforced earthen ruins body unstability is broken, anchor-holding force of anchor bolt is not enough and the problem of the easy corrosion of anchor pole, structure is simple simultaneously, easy to use, the outward appearance of earthen ruins can not be affected.
For achieving the above object, the technical solution adopted in the utility model is: a kind of earthen ruins bracing means, it is characterized in that: comprise and be arranged on Double-anchor-head in earthen ruins to wearing anchor pole, first safeguards that band safeguarded by band and second, described Double-anchor-head comprises external surface cut the spiral fluted body of rod to wearing anchor pole, one end of the described body of rod is provided with the first pad and the first anchor head, the other end of the described body of rod is provided with the second pad and the second anchor head, described first pad and the second pad are all between the first anchor head and the second anchor head, described first pad, first anchor head, second pad and the second anchor head are all positioned at earthen ruins and all coordinate with the body of rod, described first safeguards that one end of band is enclosed within one end of the body of rod, described first safeguards that one end of band is between the first pad and the first anchor head, described first safeguards that the other end of band has the first screwed hole, described second safeguards that one end of band is enclosed within the other end of the body of rod, described second safeguards that one end of band is between the second pad and the second anchor head, described second safeguards that the other end of band has the second screwed hole, described first safeguards that band and second safeguards that the other end be with is through being fixedly connected with the bolt of the second screwed hole through the first screwed hole.
Above-mentioned a kind of earthen ruins bracing means, is characterized in that: be enclosed within first on the body of rod and safeguard that one end of band is first end bellend, described first end bellend has the first connecting hole; Be enclosed within second on the body of rod and safeguard that one end of band is the second end bellend, described the second end bellend has the second connecting hole, and the described body of rod is through the first connecting hole and the second connecting hole.
Above-mentioned a kind of earthen ruins bracing means, it is characterized in that: the quantity of described first screwed hole and the second screwed hole is four, described first screwed hole is corresponding with the position of the second screwed hole, distance between adjacent two the first screwed holes is equal, and the distance between adjacent two the second screwed holes is equal.
Above-mentioned a kind of earthen ruins bracing means, it is characterized in that: the described body of rod is the stainless steel body of rod, described first pad and the second pad are stainless steel gasket, and described first anchor head and the second anchor head are stainless steel anchor head, and described first safeguards that band and second safeguards that band is stainless steel and safeguards band.
The utility model compared with prior art has the following advantages:
1, the utility model is when compacted soil ruins, the boring of body place can not be peeled off in the crack of earthen ruins, solve when conventional anchor is reinforced and need to peel off the boring of body place in the crack of earthen ruins, boring can produce very large vibration, is very easy to cause crack to peel off the problem of body unstability fragmentation.
2, the utility model adopts Double-anchor-head to wearing anchor pole, enhance anchored force, and anchor pole according to the concrete condition of earthen ruins, can carry out arbitrarily angled anchoring to earthen ruins.
3, the utility model Double-anchor-head to wear anchor pole, first safeguard band and second safeguard band all adopt stainless steel make, can cancellation bracing means because corrosion is to the injury of earthen ruins, extend the life-span of earthen ruins and anchor pole.
4, to wearing anchor pole, first, the Double-anchor-head of the utility model bracing means safeguards that band and second safeguards that band is all placed in earthen ruins, has no effect to the outward appearance of earthen ruins.
5, the utility model scope of application is wide, not only can be used for reinforcing earthen ruins, can also be used for masonry relic consolidation.
Below by drawings and Examples, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation that the utility model first safeguards band.
Fig. 3 is the structural representation that the utility model second safeguards band.
Fig. 4 is using state figure of the present utility model.
Fig. 5 is the stereogram of Fig. 4.
Description of reference numerals:
1-body of rod; 2-the first safeguards band; 3-the second safeguards band;
4-bolt; 5-the second screwed hole; 6-the first pad;
7-the first anchor head; 8-the second pad; 9-the first screwed hole;
10-1-first end bellend; 10-2-the second end bellend; 11-1-the first connecting hole;
11-2-the second connecting hole; 12-earthen ruins; 13-crack;
14-drilling rod body putting hole; 15-safeguard band standing groove; 16-pad anchor head standing groove;
17-the second anchor head.
Detailed description of the invention
As shown in Figures 1 to 5, the utility model comprises and is arranged on Double-anchor-head in earthen ruins 12 to wearing anchor pole, first safeguards that band 3 safeguarded by band 2 and second, described Double-anchor-head comprises external surface cut the spiral fluted body of rod 1 to wearing anchor pole, one end of the described body of rod 1 is provided with the first pad 6 and the first anchor head 7, the other end of the described body of rod 1 is provided with the second pad 8 and the second anchor head 17, described first pad 6 and the second pad 8 are all between the first anchor head 7 and the second anchor head 17, described first pad 6, first anchor head 7, second pad 8 and the second anchor head 17 are all positioned at earthen ruins 12 and all coordinate with the body of rod 1, described first safeguards that one end of band 2 is enclosed within one end of the body of rod 1, described first safeguards that one end of band 2 is between the first pad 6 and the first anchor head 7, described first safeguards that the other end of band 2 has the first screwed hole 9, described second safeguards that one end of band 3 is enclosed within the other end of the body of rod 1, described second safeguards that one end of band 3 is between the second pad 8 and the second anchor head 17, described second safeguards that the other end of band 3 has the second screwed hole 5, described first safeguards that band 2 and second safeguards that the other end of band 3 is through being fixedly connected with the bolt 4 of the second screwed hole 5 through the first screwed hole 9.
As shown in Figures 2 and 3, be enclosed within first on the body of rod 1 and safeguard that one end of band 2 is first end bellend 10-1, described first end bellend 10-1 has the first connecting hole 11-1; Be enclosed within second on the body of rod 1 and safeguard that one end of band 3 is the second end bellend 10-2, described the second end bellend 10-2 has the second connecting hole 11-2, the described body of rod 1 is through the first connecting hole 11-1 and the second connecting hole 11-2.Safeguard that one end of band 2 needs out the first connecting hole 11-1 because being enclosed within first on the body of rod 1, be enclosed within second on the body of rod 1 and safeguard that one end of band 3 needs out the second connecting hole 11-2, so safeguard that one end of band 2 is designed to first end bellend 10-1 by first, safeguard that one end of band 3 is designed to the second end bellend 10-2 by second, to prevent stress from concentrating, safeguard that band 2 and second safeguards that band 3 damages to first.
As shown in Figures 2 and 3, the quantity of described first screwed hole 9 and the second screwed hole 5 is four, described first screwed hole 9 is corresponding with the position of the second screwed hole 5, and the distance between adjacent two the first screwed holes 9 is equal, and the distance between adjacent two the second screwed holes 5 is equal; Multiple first screwed hole 9 and the second screwed hole 5 being set, safeguarding band 3 stable connection to make the first maintenance band 2 and second.
In the present embodiment, the described body of rod 1 is the stainless steel body of rod, described first pad 6 and the second pad 8 are stainless steel gasket, described first anchor head 7 and the second anchor head 17 are stainless steel anchor head, described first safeguards that band 2 and second safeguards that band 3 is stainless steel and safeguards band, prevent Double-anchor-head from safeguarding that band 2 and second is safeguarded that band 3 uses for a long time and got rusty to wearing anchor pole, first, can cancellation to the injury of earthen ruins, extend the life-span of earthen ruins and bracing means.
As shown in Figure 4, operating principle of the present utility model is drilling rod body putting hole 14 in the lower stable soil body of the release band first formed in the crack 13 of earthen ruins 12, and all carve pad anchor head standing groove 16 at the two ends of drilling rod body putting hole 14, earthen ruins 12 is carved and safeguards band standing groove 15; Then be placed in by the body of rod 1 in drilling rod body putting hole 14, the first pad 6 and the second pad 8 are arranged on respectively the two ends of the body of rod 1, safeguard that one end of band 2 is enclosed within one end of the body of rod 1 by first, second safeguards that one end of band 3 is enclosed within the other end of the body of rod 1; Again the first anchor head 7 and the second anchor head 17 are arranged on respectively the two ends of the body of rod 1, then the first pad 6 and the first anchor head 7 are all positioned at the pad anchor head standing groove 16 that pad anchor head standing groove 16, second pad 8 of drilling rod body putting hole 14 one end and the second anchor head 17 are all positioned at drilling rod body putting hole 14 other end; Finally safeguard first that band 2 and second safeguards that the other end of band 3 is strained, and be fixedly connected with bolt 4.Good after connecting, pad anchor head standing groove 16 and maintenance band standing groove 15 carry out doing old process, not affect the outward appearance of earthen ruins.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure transformation, all still belong in the protection domain of technical solutions of the utility model.
Claims (4)
1. an earthen ruins bracing means, it is characterized in that: comprise and be arranged on Double-anchor-head in earthen ruins (12) to wearing anchor pole, first safeguards that band (3) safeguarded by band (2) and second, described Double-anchor-head comprises external surface cut the spiral fluted body of rod (1) to wearing anchor pole, one end of the described body of rod (1) is provided with the first pad (6) and the first anchor head (7), the other end of the described body of rod (1) is provided with the second pad (8) and the second anchor head (17), described first pad (6) and the second pad (8) are all positioned between the first anchor head (7) and the second anchor head (17), described first pad (6), first anchor head (7), second pad (8) and the second anchor head (17) are all positioned at earthen ruins (12) and all coordinate with the body of rod (1), described first safeguards that one end of band (2) is enclosed within one end of the body of rod (1), described first safeguards that one end of band (2) is positioned between the first pad (6) and the first anchor head (7), described first safeguards that the other end of band (2) has the first screwed hole (9), described second safeguards that one end of band (3) is enclosed within the other end of the body of rod (1), described second safeguards that one end of band (3) is positioned between the second pad (8) and the second anchor head (17), described second safeguards that the other end of band (3) has the second screwed hole (5), described first safeguards that band (2) and second is safeguarded is with the other end of (3) through being fixedly connected with the bolt (4) of the second screwed hole (5) through the first screwed hole (9).
2. according to a kind of earthen ruins bracing means according to claim 1, it is characterized in that: be enclosed within first on the body of rod (1) and safeguard that one end of band (2) is first end bellend (10-1), described first end bellend (10-1) has the first connecting hole (11-1); Be enclosed within second on the body of rod (1) and safeguard that one end of band (3) is the second end bellend (10-2), described the second end bellend (10-2) has the second connecting hole (11-2), and the described body of rod (1) is through the first connecting hole (11-1) and the second connecting hole (11-2).
3. according to a kind of earthen ruins bracing means described in claim 1 or 2, it is characterized in that: the quantity of described first screwed hole (9) and the second screwed hole (5) is four, described first screwed hole (9) is corresponding with the position of the second screwed hole (5), distance between adjacent two the first screwed holes (9) is equal, and the distance between adjacent two the second screwed holes (5) is equal.
4. according to a kind of earthen ruins bracing means described in claim 1 or 2, it is characterized in that: the described body of rod (1) is the stainless steel body of rod, described first pad (6) and the second pad (8) are stainless steel gasket, described first anchor head (7) and the second anchor head (17) are stainless steel anchor head, and described first safeguards that band (2) and second safeguards that band (3) is stainless steel and safeguards band.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420584379.0U CN204112765U (en) | 2014-10-10 | 2014-10-10 | A kind of earthen ruins bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420584379.0U CN204112765U (en) | 2014-10-10 | 2014-10-10 | A kind of earthen ruins bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204112765U true CN204112765U (en) | 2015-01-21 |
Family
ID=52330091
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420584379.0U Expired - Fee Related CN204112765U (en) | 2014-10-10 | 2014-10-10 | A kind of earthen ruins bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204112765U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528903A (en) * | 2019-08-13 | 2019-12-03 | 同济大学 | A kind of subway tunnel system and construction method for having both underground ruins in-situ conservation and showing function |
| CN110565623A (en) * | 2019-09-17 | 2019-12-13 | 兰州理工大学 | Method for stripping and reinforcing earthen site sheets |
-
2014
- 2014-10-10 CN CN201420584379.0U patent/CN204112765U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528903A (en) * | 2019-08-13 | 2019-12-03 | 同济大学 | A kind of subway tunnel system and construction method for having both underground ruins in-situ conservation and showing function |
| CN110565623A (en) * | 2019-09-17 | 2019-12-13 | 兰州理工大学 | Method for stripping and reinforcing earthen site sheets |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203925895U (en) | For wind power generation stepped crab-bolt Changable type basis | |
| CN204715571U (en) | A kind of high residential building energy-dissipating and shock-absorbing wall | |
| CN204112765U (en) | A kind of earthen ruins bracing means | |
| CN102926486A (en) | Grass-wood-soil wall | |
| CN204357002U (en) | A kind of component by timber, reinforcing bar, Combined concrete | |
| CN204370418U (en) | A kind of hydraulic buckling anchor pole | |
| CN204174638U (en) | Underground structure ruggedized construction | |
| CN212958040U (en) | High-strength energy-saving, environment-friendly and sound-insulating building enclosure structure | |
| PH12019500089A1 (en) | Inverted fastening mortise building structure for resisting earthquake, strong wind and tsunami and technical procedure thereof | |
| CN206386140U (en) | One kind construction ground tension anchor rod | |
| CN202369993U (en) | Oppositely pulled type filling pile base pit supporting structure | |
| CN203947471U (en) | Prestressing force supports crab-bolt | |
| CN204662714U (en) | A kind of Novel reinforced concrete shear wall | |
| CN204662712U (en) | A kind of power consumption compound shear wall | |
| CN204804255U (en) | Antidetonation prevents falling ceramic tile | |
| CN204876193U (en) | Precast reinforced concrete shear force wall wallboard | |
| CN104389321A (en) | Safety structure of underground building | |
| CN212001297U (en) | Anti-corrosion foundation | |
| CN204898993U (en) | A hollow brick for non -load bearing wall | |
| CN105544533A (en) | Slab-pile wall digging pile retaining wall flitch plate | |
| CN105332520B (en) | The structure and construction technology for repairing crude cave house part collapse are starched with corncob cob | |
| CN204983150U (en) | Integrated house of hemisphere type | |
| Xu et al. | Dynamic response of spherical cavity in nearly saturated viscoelastic soils. | |
| CN204662707U (en) | A kind of novel energy-consumption shear wall | |
| CN206477330U (en) | A kind of pyramid type steel pile tip |
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: 20150121 Termination date: 20191010 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |